Dictionary of Construction Terms
Abak: Useful tables and charts developed and prepared for use in formulas for reinforced concrete calculations.
Abrams' Rule: A rule stating that, given the same concrete components and test conditions, the amount of cement and the water/cement ratio in the mixture determine the strength of the concrete, provided that the mixture is workable. Introduced in 1892 by Ferret in France and later by Abrams in the United States. According to this rule, the strength of a concrete or mortar depends solely on the ratio of the mass of water to the mass of cement used in the mixture.
Absorption: Water absorption (Fr. absorption)
ACI: American Concrete Institute.
Spans: The distance from the center of one support to the center of the other in slabs that rest freely or are fixed at both ends.
Acromar: A special name defined by a company that produces exterior paints based on acrylic copolymer emulsion, with a matte and grain-free finish.
Bond: Concrete and reinforcement deform due to the effects they experience. During this time, stresses transfer between the two materials. The occurrence of stress transfer without slippage between them is called bond. Bond is one of the most important beneficial properties of reinforced concrete. This allows the two materials to be used together and complement each other. Stress reduction and increase in the reinforcement occur through stress transfer to adjacent concrete regions. This can be explained by the direct formation of shear stresses in smooth steel bars. In ribbed bars, the transfer is assumed to be provided by shear stresses resulting from a complex stress state around the ribs. In both cases, the resulting shear stresses are also referred to as bond stresses.
Adiabatic: A situation where there is no heat input or output to the system.
Heavy Aggregate: An aggregate with an oven-dry particle density of at least 3000 kg/m3, as determined according to EN 1097-6.
Heavy Concrete: Concrete with an oven-dry unit weight (density) greater than 2600 kg/m3.
Aggregate Unit Weight: The unit weight of aggregate is determined by dividing the total weight of the aggregate particles filling a specific volume by the volume of the container. The aggregate unit weight can be measured in loose or compacted form. It is generally done for aggregate stock determination.
Aggregate Gradation: Gradation refers to the particle size distribution of aggregates, expressed as the percentage of the total weight of the aggregate falling within each size range. It is determined using a set of sieves. This definition is also known as "granulometry."
Aggregate Interlock: The mechanism by which aggregates on one side of a crack or joint provide load transfer by interlocking with aggregates on the opposite side.
Specific Gravity of Aggregate: The specific gravity of a substance is the ratio of its density to the density of water. Generally, it is calculated as "Specific Gravity, S = Weight of the substance in air / Weight of an equal volume of water." The weight of water equal to the volume of the substance is the weight of water displaced when the substance is immersed in water.
Flowable Fill Concrete: Flowable fill concrete is a fluid, low-strength material that can be excavated if needed after placement.
Alite: Tricalcium silicate (3CaO.SiO2). One of the most important minerals in clinker. It has a high hydration capability and contributes to the early strength of the clinker. The heat of hydration is approximately 502 kJ/kg. It constitutes 40-70% of Portland cement. It decomposes slowly below 1250°C during clinker cooling. If the clinker is rapidly cooled, it retains its form. The early strength of cement is directly proportional to the alite content.
Alkali-Aggregate Reaction: A chemical reaction in concrete that causes cracking.
Aluminate Modulus: The ratio of the percentage of aluminum oxide to the percentage of iron oxide in Portland cement. This ratio should be between 1.5 and 2.5 in normal Portland cements. In cements containing Al2O3, the aluminate modulus is higher. If the aluminate modulus is low, only C4AF can form in the clinker, and C3A cannot be found in the cement. This results in low heat of hydration and slow setting. High aluminate modulus and low silica modulus result in faster setting cements, requiring more gypsum addition to control the setting time.
Asbestos Cement: A coating material produced by mixing asbestos fibers with cement paste and molding under high pressure. Also known as Eternit.
Protrusion: The projections from the foundation wall of the footing. It is an extension to provide proper dimensions for the foundation.
Post-Tensioned Concrete: Concrete that is kept under compression after casting by means of the post-tensioning method to span large distances.
Abrasion Resistance: In aggregates, the Los Angeles test is most commonly used to determine abrasion resistance. It should be determined according to the Los Angeles coefficient specified in EN 1097-2. The Los Angeles coefficient is determined according to a specific application or final use. In concrete for structures, it is recommended that it does not exceed 50%. For road concrete or other surfaces subjected to abrasion, more durable aggregates may be required.
Acid Effect: Hydrated cement forms an alkaline environment. Acids react with alkalis to dissolve as calcium salts. The effect of acids depends on their ability to form calcium salts. For example, hydrochloric acid dissolves cement, releasing calcium chloride or insoluble calcium salts. Conversely, acids with low solubility are not aggressive. Sulfuric acid can appear as a biological product in sewers. Since the acid neutralizes in concrete, its effect is limited. Significant damage from acid effects requires a large amount of acid. However, the limited effect can release substances that cause other damages. For example, the high concentration of calcium chloride released due to the effect of hydrochloric acid can initiate the corrosion of reinforcing steel in undamaged concrete.
Hollow Block Slab: A waffle slab filled with blocks. A type of slab constructed with hollow clay or lightweight concrete blocks to prevent heat and sound transmission.
Moment of Inertia: In the study of physical phenomena, integrals defined over an area often appear. Second-order integrals are specifically called moments of inertia. It is the product of the area of each element within the cross-sectional area of a beam and the square of its distance from an axis. (Ix=Integral x² dA, Iy=Integral y² dA)
Accreditation: The process by which laboratories, inspection, and certification bodies providing conformity assessment services are certified to show that their qualifications and activities meet standards, ensuring products are safe and meet international standards. This certification is given special importance by the World Trade Organization and regional economic blocs to be accepted in international markets.
Principal Stress: The largest and smallest normal stresses on planes where the shear stress is zero are called principal stresses.
Open Tender Procedure: A procedure where all interested parties can submit bids.
Candidate: Natural and legal persons or joint ventures formed by them that apply for pre-qualification.
All Risk Insurance: A type of insurance covering various risks such as earthquakes, floods, landslides, storms, fires, theft, and sabotage for all kinds of vehicles, materials, equipment, machinery, transportation facilities, and completed parts of the work at the workplace from the start date to the final acceptance date.
Subcontractor: A natural or legal person who performs a part of the contracted work based on an agreement with the main contractor.
Key Technical Personnel: Experienced individuals required by the administration as a minimum qualification criterion to perform the tendered work.
Turnkey: A lump-sum contract based on the implementation projects and related item lists, where the total price offered by the contractor covers the entire work.
Abnormally Low Bid: Bids that are below the abnormally low threshold value determined by the administration.
Nitrous Oxide: Equipment in hospital facilities that reduces the high pressure from cylinders to the desired pressure for the hospital's nitrous oxide line.
Current: Electric flow.
Alternating Current: Electric current that changes direction at equal time intervals.
Ampere: The unit of electric current that measures the amount of electric charge passing a point per unit of time.
Antenna: Equipment that collects electromagnetic waves propagating in space and enables the transmission of these waves through transmission lines.
Fitting: An element of buildings such as sanitary installation, electrical installation, etc. The main part of a tool.
Chandelier: A decorative lighting fixture, often ornate, that is mounted on the ceiling and holds candles or lamps.
Aquatherm: A brand name for pipes or panels made of PP-R(80) material used in underfloor, wall, or ceiling heating and cooling systems. These pipes, with diameters ranging from 16-250 mm, are used for clean water, fan coil, fire sprinkler systems, and heating and cooling lines, allowing for room-specific temperature control.
Main Canal: A canal that carries irrigation water to the irrigation area, following contour lines and feeding secondary canals and laterals.
Adjustable Wrench: A specialized tool with an adjustable jaw used for gripping and turning nuts, bolts, and plumbing fixtures.
Fitting: An element of buildings such as sanitary installation, electrical installation, etc. The main part of a tool.
Chandelier: A decorative lighting fixture, often ornate, that is mounted on the ceiling and holds candles or lamps.
Aquatherm: A brand name for pipes or panels made of PP-R(80) material used in underfloor, wall, or ceiling heating and cooling systems. These pipes, with diameters ranging from 16-250 mm, are used for clean water, fan coil, fire sprinkler systems, and heating and cooling lines, allowing for room-specific temperature control.
Main Canal: A canal that carries irrigation water to the irrigation area, following contour lines and feeding secondary canals and laterals.
Fitting: An element of buildings such as sanitary installation, electrical installation, etc. The main part of a tool.
Adjustable Wrench: A specialized tool with an adjustable jaw used for gripping and turning nuts, bolts, and plumbing fixtures.
Current: Electric flow.
Alternating Current: Electric current that changes direction at equal time intervals.
Ampere: The unit of electric current that measures the amount of electric charge passing a point per unit of time.
Antenna: Equipment that collects electromagnetic waves propagating in space and enables the transmission of these waves through transmission lines.
Fitting: An element of buildings such as sanitary installation, electrical installation, etc. The main part of a tool.
Chandelier: A decorative lighting fixture, often ornate, that is mounted on the ceiling and holds candles or lamps.
Aquatherm: A brand name for pipes or panels made of PP-R(80) material used in underfloor, wall, or ceiling heating and cooling systems. These pipes, with diameters ranging from 16-250 mm, are used for clean water, fan coil, fire sprinkler systems, and heating and cooling lines, allowing for room-specific temperature control.
Main Canal: A canal that carries irrigation water to the irrigation area, following contour lines and feeding secondary canals and laterals.
Fitting: An element of buildings such as sanitary installation, electrical installation, etc. The main part of a tool.
Adjustable Wrench: A specialized tool with an adjustable jaw used for gripping and turning nuts, bolts, and plumbing fixtures.
Plaster Block: A building material made by mixing plaster with a certain amount of water, molding it, and drying it.
Base Beam: A beam placed under the main beam in bridges, working together with the support, and bolted to the main beam.
Reinforced Mat Foundation with Bottom Beams: Beams arranged under the mat foundation to prevent the foundation from sliding on the ground and to ensure a level basement floor.
Aluminum Profile: Closed or open aluminum profiles with various functions such as notches, slots, ears, etc., obtained through extrusion, and having specific static strength.
American Siding: The brand name for a polymer roofing and facade cladding system.
Rebate: The step made on large-sized columns to save material, conforming to the 45-degree spread angle of the building load.
Main Wall: The load-bearing wall in a masonry structure.
Key: A mechanism for opening doors.
Aggregate: A construction element made by combining a granular mixture with a binding agent (e.g., wall brick).
Anchor Bolt: An iron extension usually embedded in concrete to reinforce a structural part.
Entrance Hall: The first room entered in a building or apartment, the foyer.
Wall Light: A lighting fixture for walls. A wall-mounted light shield.
Cobblestone Pavement: A pavement made with randomly placed large and small stones or round flat river and stream stones.
Elevator: A mechanical cabin that lifts and lowers people or goods to higher places. Freight Elevator: An elevator used for transporting goods.
Elevator Shaft: A void made of reinforced concrete, painted to prevent dust formation, where elevator rails are supported by steel profile girders fixed to the shaft walls.
Purlin: Each of the horizontal timbers in a roof that support the rafters or covering.
Mezzanine: A floor arranged on the ground floor of buildings with an interior height of at least 5.50 m, completing and connecting to the independent section it belongs to. The interior height of a mezzanine cannot be less than 2.40 m and can be constructed no closer than 3.00 m to the facade facing the road.
Suspended Ceiling: A secondary ceiling hung below the main ceiling to provide a better appearance.
Extractor: A device used to create air movement, collect used air and exhausts, and remove smoke, work dust, etc., from the air by suction. It is typically used in buildings in restrooms and kitchens.
Parapet Wall: A low wall at the front of a roof.
Parapet Wall: The wall at the front of a roof.
Footing: Constructed similarly to isolated footings and typically made of reinforced concrete. Footings are placed at the intersection points of walls indicated on the plan, and their bases are widened in a square or bell shape. The upper parts of these footings, constructed in open foundation pits, are connected with reinforced concrete beams.
A.S.T.M.: "American Society for Testing Materials".
Emergency Lighting: Equipment used to illuminate or direct people to exits when the normal lighting system fails due to fire, earthquake, sabotage, flood, or electrical malfunction, leaving the building in darkness.
Block: A cadastral block refers to a group of parcels surrounded by public roads, streets, paths, canals, ditches, streams, lakes, seas, or other natural and artificial boundaries within the cadastral work area. Block numbers start at 101 and continue consecutively until all parcels within the village boundary are measured.
Adaptation Coefficient: A factor indicating the operation of a specific type of construction machine and the influence of primitive conditions (topographic conditions, soil type, seasonal and weather conditions). (Warm dry weather is ideal for earthworks. Rain disrupts construction. Mud hinders machine operation; frost and night work are machine difficulty factors.)
Adhesion: The shear force transmission at the interface plane of two concrete pours made at different times.
Pitch: The length from the tip of one tooth to the tip of the adjacent tooth in screws and gear wheels.
Disaster: Destruction caused by various natural events.
Tree Tie: Soft rubber or similar material used to tie a planted sapling to a stake without damaging the sapling's trunk through friction. These ties are atmospheric-resistant and can secure the sapling and the stake with their ends remaining away from the sapling and stake.
Wooden Peg: A wooden peg used for bonding wood together, typically with glue.
Tree Stake: Sturdy wooden pieces measured according to the characteristics of the plant being planted, used to support the sapling during planting and protect it from the adverse effects of the wind.
Heavy Vehicle: A truck, trailer, etc., with an engine strengthened to carry heavy loads or multiple trailers.
Center of Gravity: The resultant of gravitational forces acting on a body.
Agradation: The condition in rivers where the incoming sediment load exceeds the outgoing sediment load.
Aggregate Freeze-Thaw Resistance: Aggregate samples are weighed dry, frozen for two hours, then thawed for half an hour. This test is repeated up to 50 times. The weight loss is expressed as a percentage.
Wood: 1) The woody parts of a tree, timber. 2) Made of wood. In framed structures, the wooden elements that make up the frame.
Wood Veneer: A veneer made with hardwoods such as walnut, oak, mahogany, beech, and elm.
Wood Material: Timber, plywood, particle board, etc.
Drainage: The construction of a drainage system to remove water from a structure or to drain accumulated water in an area.
Stream: Water flowing in its own channel, carrying sediment and water from the drainage area to larger rivers, lakes, or seas.
Runoff Ratio: The ratio of runoff to precipitation.
Yield Limit: Elastic limit. See (in road construction): Flexibility.
Acrylic: A coating material that is easy to use and has high adhesion and covering ability on surfaces.
Axonometry: In Descriptive Geometry: A method of representing points in space on a drawing plane using a right-angle coordinate system.
Gypsum Plaster: Plaster made with a mixture of water, lime-cement roughcast, and gypsum mortar.
Alligator: A special name for water-based, breathable exterior wood paint produced by a company that makes thermal insulation paint.
Aluface: A special name for an aluminum composite panel material developed with French technology, providing fire resistance for building facades.
Thermit Welding: In railways: a welding method using the heat generated by igniting iron oxide and aluminum powders to melt steel, typically used for welding rails laid along the track.
Aluminum: A lightweight element with a melting point of 660°C, silver in color, and easily workable.
Aluminum Joiner: A qualified person with the knowledge and skills to independently and within a specified period perform tasks related to the production and installation of joinery, shutters, suspended ceilings, curtain walls, and various constructions made from aluminum profiles and auxiliary materials using machinery, equipment, and hand tools.
Ambatman: Steps and slopes made to prevent material loss in stone and concrete foundations.
Ambuvantman: The method used in joining cast iron pipes in transmission lines.
Laborer: A daily wage worker, unskilled laborer.
Depreciation: The portion of the investment in fixed assets that is allocated from earnings.
Empire: A style of construction, furniture, clothing, etc., spread in France and Europe.
Asbestos: A type of asbestos composed of fibers that are easily bent and resistant to fire.
Main Structure: The important part of a building that stands out in terms of height and shape within a whole structure. It is the main building section subject to condominium ownership.
Andesite: A type of rock formed by the solidification of magma that creates diorite deep underground, either within the Earth's crust or on the surface, with colors ranging from gray to pinkish. It gives relatively smooth surfaces when broken with a hammer and, due to its low quartz content, produces clay soils when weathered. (Used as paving, curb, cladding, and construction stone.) (Ankara stone)
Anisotropic: The property of a material where its characteristics at a point vary depending on direction. Material whose mechanical properties change according to different directions. (Like wood) Opposite of isotropic.
Corporation: A company with a specific title, a certain capital divided into shares, and liable for its debts only with its assets.
Application: Marking a project on the land and driving corner stakes in buildings. To apply the project to the land, to stake with markers.
Abscissa: The horizontal coordinate used to determine the position of points.
Flat Spot: In railways: When the brake is released or not released on wagon wheels in regions where winter is severe, a flat spot forms on the wheel due to skidding. If it keeps turning, the wheels strike the rails with each revolution, causing them to crack or break. This phenomenon is called a flat spot.
Terrain Section: The intersection of a vertical plane containing a straight line connecting two points on the land with the topographic surface of the land.
Water Tanker: Watering truck.
Post-Tensioned Concrete: A method used to overcome the weakness of concrete against tension. It relies on applying a constant compressive force to the concrete before loading, thereby limiting the tensile stress that will occur in the concrete after loading. The compressive force is obtained by tensioning high-strength steel cables passing through ducts protected within the concrete. Unlike pre-stressed systems, the tensioning is done after the concrete has been cast.
Borrow: Material taken from a suitable material source when the material excavated from a cut is insufficient in quantity or quality for fill purposes.
Backyard: The part of a parcel between the rear parcel boundary and the rear building line.
Rear Yard Distance: The closest distance of the rear façade of the building to the rear parcel boundary.
Rear Façade Line: The façade line that does not share a common point with the building's façade line.
Land: A place allocated for construction; according to the law, land within municipal boundaries that has been parceled by the municipality.
Land Plan: The scaled representation of a plot taken from the cadastral map. It includes the scale, neighboring parcel numbers, north sign, and plot parcel number.
Land Share: The ownership share allocated to independent sections in places where condominium ownership is involved.
Artesian Well: A well drilled through the soil from which water gushes upwards. A well that naturally gushes water to the surface. (A well located between two impermeable layers and subjected to a pressure greater than the distance between these layers. If the upper impermeable layer is drilled by a borehole, the pressure from below causes water to spout out.)
Transversal: Crosswise.
Elevator Installer: A qualified person with the knowledge and skills to install and commission all types of elevators independently and within a certain period.
Ase: A special name given by the manufacturer to mixing, pumping, and spraying systems (plaster pump, ready plaster machine, mortar transfer pump, ready wet and dry plaster machine, continuous mortar mixer).
Ashford Formula: Surface hardener. A special name given by the manufacturer to an impermeability material that penetrates the surface of concrete and cement-based materials, sealing the pores from within, converting them into a solid and dense mass, and preventing surface contaminants from penetrating the concrete.
Abrasion: The process of small particles being detached from a material as a result of the material moving against or rubbing against another material in motion.
Suspended Scaffold: A scaffold suspended by ropes for the repair of a place in construction works.
Padlock: A lock designed to be closed by passing through rings.
Suspension Bridge: A bridge suspended by steel cables stretched between two towers.
Primer: A layer applied before plaster or paint.
Primer Paint: The paint applied before the main paint in painting, used to cover dirt and increase the durability of the paint to be applied. See: primer.
Primer Coating: A coating layer applied to both sides of plywood to prevent the core wood from warping.
Attachment: Drawings made to determine changes made to the project due to the requirements of the application. Measurements, weights, detections, etc., records that must be kept in a timely manner according to the contract annex specifications.
Fiber Cement: An inorganic fiber cement product used for roof and façade cladding in any form, specified by the manufacturer, and used for sound insulation.
Resistance to Throwing: The resistance of a rock against blasting calculated in blasting technique.
Tools: A set of tools used by construction workers like carpenters, joiners, plumbers, etc.
Tools: The general name given to tools used to give the desired shape and appearance to stone (hammer, chisel, claw, square, etc.).
Preliminary Project: A project prepared by considering the requirements of a specific subject, the proposed cost limit, land data, and if obtained through a competition, the competition project and jury recommendations. It is a project usually prepared at a scale of 1/200, considering the structural system and materials to be used, with engineering and economic considerations. Preliminary Project.
Courtyard: An area surrounded by walls in the middle of a building or a group of buildings. The outer courtyard is called "harim," and the inner courtyard is called "harem."
Tracing Paper: A glossy, semi-transparent drawing paper used in architecture and engineering.
Real Right: Rights that provide direct sovereignty over movable or immovable property and can be asserted against everyone.
Separate Building: Buildings not adjacent to buildings on adjacent parcels.
Separate Arrangement: Arrangement of buildings placed without being joined together.
Separate Structure: A structure open on all sides.
Segregation: The segregation of coarse aggregate particles from concrete due to settlement under formwork.
Maximum Building Area: The area within the parcel where building construction is possible.
Analysis: A price table showing the quantities and amounts of items included in the calculation of a unit price.
Contract Amount: The net amount of the work after the reduction committed to the administration when bidding.
Contract Year: The year in which the estimate for the work covered by the agreement is prepared and therefore the year in which the agreement is signed. (In tenders held at the end of the year, even if the agreement is signed in the new year, the unit prices of the year in which the estimate was prepared are considered the contract year.)
Contract Year Unit Prices: Unit price amount in terms of the contract year.
Attachment Book: 1. At the workplace, the existing or subsequently required benchmarks and axis excavations are identified with unchanging points until the end of the work, along with sketches, descriptions, and real and nominal elevations shown in this attachment book. 2. Locations shown with +- 0.00 nominal elevation in the implementation project and plans of the building are leveled according to the benchmark elevation identified above. 3. During construction, all leveling works related to plankote construction, natural ground, foundation base, water level, excavation leveling elevations, etc., are determined in accordance with the benchmarks (Röper) elevations shown in this attachment book. 4. The supervising engineer is responsible for the consequences of leveling operations not adhering to the above principles. 5. Dimensions, information, sketches, and shapes to be entered in the attachment book are shown in the millimeter-divided section on the left page of the book. Shapes and sketches are drawn to scale and dimensioned in accordance with technical drawing rules. 6. Since page numbers of the book are printed, no pages will be torn off for any reason. Incorrectly written texts and calculations will be crossed out with the same color ink so that they can be read and initialed with the same color ink. Complete spoiling of a page is indicated by crossing out from corner to corner with the same color ink and signing with the reason for invalidation written. 7. Under no circumstances, shapes, writings, or numbers will be erased or scraped. Corrections to be made are drawn with a single line without damaging readability and the correct version is written, initialed together with the contractor. 8. After the attachment book is signed together with the contractor, no unilateral corrections can be made. If any mistakes are later identified, corrections are made together as described above. 9. All shapes, writings, and calculations are first arranged with a soft lead pencil and checked for accuracy before being traced over with ink. The attachment book is updated day by day during the construction progress. (This issue is clearly stated in Article 32 of the General Conditions of Public Works Contracts.) Completed works are entered into the attachment book within a maximum of 10 days from the date of the final billing, including the completion dates written. 10. The contractor must sign all types of account tables, rosters, and attachment books prepared in relation to the commitment. By signing this book, the contractor acknowledges the accuracy of its contents and accepts that no other claims are made. If the contractor signs the mentioned accounts and books with a reservation, they must notify their clear and explicit objections in writing within ten days from the date of signing in accordance with the General Conditions of Public Works Contracts. If the contractor fails to notify objections in writing within this period, they are considered to have signed without objection. If the contractor refrains from signing the mentioned accounts and books, this situation is recorded by minutes and processed in accordance with Article 32 of the General Conditions of Public Works Contracts. 11. Rosters and attachment books are valuable documents, and the supervising engineer is responsible for their loss. If the supervising engineer is obliged to leave the duty for any reason or at the end of the work, they must transfer these books to the administration or the supervising authority by minutes.
Analysis: A price table showing the quantities and amounts of items included in the calculation of a unit price.
Contract Amount: The net amount of the work after the reduction committed to the administration when bidding.
Contract Year: The year in which the estimate for the work covered by the agreement is prepared and therefore the year in which the agreement is signed. (In tenders held at the end of the year, even if the agreement is signed in the new year, the unit prices of the year in which the estimate was prepared are considered the contract year.)
Contract Year Unit Prices: Unit price amount in terms of the contract year.
Attachment Book: 1. At the workplace, the existing or subsequently required benchmarks and axis excavations are identified with unchanging points until the end of the work, along with sketches, descriptions, and real and nominal elevations shown in this attachment book. 2. Locations shown with +- 0.00 nominal elevation in the implementation project and plans of the building are leveled according to the benchmark elevation identified above. 3. During construction, all leveling works related to plankote construction, natural ground, foundation base, water level, excavation leveling elevations, etc., are determined in accordance with the benchmarks (Röper) elevations shown in this attachment book. 4. The supervising engineer is responsible for the consequences of leveling operations not adhering to the above principles. 5. Dimensions, information, sketches, and shapes to be entered in the attachment book are shown in the millimeter-divided section on the left page of the book. Shapes and sketches are drawn to scale and dimensioned in accordance with technical drawing rules. 6. Since page numbers of the book are printed, no pages will be torn off for any reason. Incorrectly written texts and calculations will be crossed out with the same color ink so that they can be read and initialed with the same color ink. Complete spoiling of a page is indicated by crossing out from corner to corner with the same color ink and signing with the reason for invalidation written. 7. Under no circumstances, shapes, writings, or numbers will be erased or scraped. Corrections to be made are drawn with a single line without damaging readability and the correct version is written, initialed together with the contractor. 8. After the attachment book is signed together with the contractor, no unilateral corrections can be made. If any mistakes are later identified, corrections are made together as described above. 9. All shapes, writings, and calculations are first arranged with a soft lead pencil and checked for accuracy before being traced over with ink. The attachment book is updated day by day during the construction progress. (This issue is clearly stated in Article 32 of the General Conditions of Public Works Contracts.) Completed works are entered into the attachment book within a maximum of 10 days from the date of the final billing, including the completion dates written. 10. The contractor must sign all types of account tables, rosters, and attachment books prepared in relation to the commitment. By signing this book, the contractor acknowledges the accuracy of its contents and accepts that no other claims are made. If the contractor signs the mentioned accounts and books with a reservation, they must notify their clear and explicit objections in writing within ten days from the date of signing in accordance with the General Conditions of Public Works Contracts. If the contractor fails to notify objections in writing within this period, they are considered to have signed without objection. If the contractor refrains from signing the mentioned accounts and books, this situation is recorded by minutes and processed in accordance with Article 32 of the General Conditions of Public Works Contracts. 11. Rosters and attachment books are valuable documents, and the supervising engineer is responsible for their loss. If the supervising engineer is obliged to leave the duty for any reason or at the end of the work, they must transfer these books to the administration or the supervising authority by minutes.
Analysis: Price table showing the quantities and amounts of rails included in the calculation of a Unit Price.
Contract Amount: The net amount of the work after deducting the agreed discounts when the tender is awarded to the administration.
Contract Year: The year in which the estimate of the work covered by the contract is prepared and therefore the year in which the contract is signed. (In tenders made at the end of the year, the unit prices of the year in which the estimate is prepared are considered as the contract year, even if the contract is signed in the new year.)
Contract Year Unit Prices: Unit price amount in terms of the contract year.
Attachment Ledger: 1. Points determined by mapping and leveling at the construction site as necessary before or after the construction, showing the base and axis excavations, with sketches, descriptions, and actual and benchmark elevations, all of which are shown in this attachment ledger. 2. The places indicated with +- 0.00 benchmark in the implementation project and plans of the structure are contoured according to the benchmark elevation. 3. During the construction of the building, contouring operations related to leveling such as plankote construction, natural ground, foundation base, water level, excavation leveling elevations are determined in accordance with the (Roper) elevations specified in this attachment ledger. 4. The supervising engineer is responsible for the consequences of contouring operations that do not comply with the above principles. 5. Measurements, information, sketches, and shapes to be included in the attachment ledger are shown in the millimeter section on the left page of the ledger. Figures and sketches are drawn to scale and dimensioned in accordance with technical drawing rules. 6. Since page numbers of the ledger are printed, no leaf shall be torn off for any reason. Incorrectly written text and calculations will be crossed out with the same color ink so that they can be read, and initialed with the same color ink. The complete page will be invalidated by crossing diagonally from corner to corner with the same color ink, stating the reason for invalidation and signed. 7. Under no circumstances shall there be any erasure or scraping of shapes, writings, or numbers. Text and numbers to be corrected are marked with a single line in a way that does not damage readability, and the correct version is written and initialed together with the contractor. 8. Once signed with the contractor, no unilateral corrections can be made to the attachment ledger. If any error is discovered later, correction shall be made jointly and as described above. 9. All figures and calculations are prepared with a soft pencil first and checked before being inked over. The attachment ledger is prepared day by day following the progress of construction. (This is clearly stated in Article 32 of the Public Works Specifications.) Completed works are transferred to the attachment ledger within a maximum of 10 days from the date of the final billing, and their completion dates are also recorded. 10. The contractor is obliged to sign all kinds of account statements, bills of quantities, rôleves, and attachment ledgers related to the contract. By signing this ledger, the contractor accepts the accuracy of its contents and acknowledges that no further claims are made. If the contractor signs the mentioned accounts and ledgers with a reservation, he/she must submit clear and explicit objections in writing within 10 days from the date of signing in accordance with Article 32 of the Public Works Specifications. If the contractor does not submit objections in writing within this period, it shall be deemed that he/she has signed without objection. If the contractor refrains from signing the mentioned accounts and ledgers, this situation shall be documented, and procedures shall be carried out in accordance with Article 32 of the Public Works Specifications. 11. The rôleves and attachment ledgers are valuable documents, and the supervising engineer is responsible for their loss. In case the supervising engineer is obliged to leave his/her duty for any reason or at the end of the job, he/she shall transfer these ledgers to the administration or the supervising authority by protocol.
Agglomerate: A general name for construction materials obtained by bringing together and adhering small particles or connecting them in another way.
Aggregate: A heap of natural, artificial, or both kinds of dense mineral material, usually in various sizes up to 100 mm, crushed and/or uncrushed particles.
Aggregate Abrasion: (Los Angeles Test) Aggregates used in road construction must have strong durability. A test experiment measuring the resistance of an aggregate to abrasion.
Aggregate Soundness: A dry sieved aggregate sample is immersed in a saturated Na or Mg SO4 solution. Then it is removed, drained, and dried in an oven. The effects such as cracking and crumbling of the solution that filled the aggregate voids are shown. The experiment is repeated several times on the same sample. The sample is washed and dried, inspected visually, and sieved again. The result indicates the aggregate soundness in percentage.
Wood Formwork Scaffold: The scaffold that supports the formwork related to the construction and industrial manufacturing according to the project. (The volume between the formwork surface and the part on which the scaffold rests is calculated scaffold.)
Ahû Board: A board that connects the rafters in a wooden roof.
Flow Resistance: The tensile stress obtained by dividing the applied force at the moment when the material begins to show permanent elongation by the initial cross-sectional area. (Kg/mm2)
French Tile: (Owl-Marseille type) Roofing covering material with two grooves on the top surface for the placement of the grooved tiles and extending to the bottom edge as continuation.
Turkish Tile: (Hollow-Domestic type) Roof covering material made in a half-cut cone shape with one end wide and the other end narrow.
Plaster: The material obtained by heating plaster stone to drive off its water and pulverizing the remaining calcium sulfate to powder for construction purposes.
Plaster Mortar: The mortar consisting of plaster and water. (It is prepared by mixing plaster and water in suitable amounts and in plastic containers during the hardening process of plaster.)
Plaster Stone: A building material obtained by baking the layers of gypsum stone found in the earth and reducing it to powder form, used for plastering.
Plaster Ceiling Plaster: Plaster made with plaster mortar.
What is Drywall? Gypsum Board: Drywall. A compressed sheet of plaster and other additives (where necessary, organic fibers and/or two-faced cardboard with a J-cap) used indoors to provide smoothness on walls and ceilings.
Aluminum Paint: Glaze paint obtained from aluminum powder.
Aluminum Sheet: Trapezoidal cross-section sheets: They are produced from painted or natural aluminum rolls of the 30-50 series alloy, with a minimum 50 Brinell hardness in H18 condition, minimum 180 N/mm2 tensile strength, and filled with single-layer glass wool or polyurethane injected sheets. (TS 7677)
Aluminum Profile: Closed or open aluminum profiles obtained by extrusion production containing various functions such as nails, slots, ears, etc., with a specific static strength.
American Siding: A special name designated by the company producing the polymer siding facade cladding system.
Amorphous Material: Shapeless material, crystal-free structure. Material gradually tending towards crystallization.
Arduous (Arduous) Membrane: Roofing covering material made of natural mineral arduous stone for insulation from the damaging effects of sunlight. (Membrane)
Bee Clay: A kind of white and brittle clay used in making porcelain. Kaolin.
Arnuvo Glass: A decorative glass with one surface roughened.
Fire Brick: A fire-resistant brick used in stoves, ovens, etc.
Aynalı Gönye: A topographic optical instrument used in the processes of perpendicular projection from a point on a line in the field or vertical projection from a point outside of a line.
Arduaz Membrane: An insulated roof covering material made of a natural mineral called slate to protect against the damaging effects of solar rays. (Membrane)
A.A.S.H.O American Association of State Highway Officials: Alias of the "American Association of State Highway Officials", referring to the specifications of this institution related to road and bridge technology. The latest edition at the time of the tender is valid.
Aggregate: An accumulation of uncrushed and/or crushed particles of natural, artificial, or both types of dense mineral material, generally up to 100 mm in size.
Akotman: Parts or shoulders that enable the drainage of rainwater between the pavement edge and platform edges on both sides of the road or stopping points.
Flash Point: The lowest temperature at which a substance's vapor ignites momentarily upon contact with a flame, but does not continue to burn, measured under specified experimental conditions.
Aliyman: The linear part of the road on the project line.
Underpass: A structure that allows a highway to pass under another highway or railway.
Subbase Layer: An intermediate layer placed between the substructure and base layer to transfer loads to the substructure with a cheaper structure.
Infrastructure: A term given to all facilities such as water, electricity, sewerage, and roads.
Main Road: A highway designated by signs where the main traffic has the right of way, and traffic on intersecting roads must yield when crossing or entering this road.
Anionic Bitumen Emulsion: An emulsion where the emulsifier's dissolvable part in bitumen emulsions used in road construction is negatively charged.
Asphalt: A road pavement made from a mixture of mineral aggregate with a binding agent, with bitumen being the most important component, a binding material formed from the residue of petroleum distillation, creating a black-colored shapeless hydrocarbon.
Asphalt Concrete: A high-quality hot mixture consisting of aggregate and filler of specified gradation with asphalt cement under specific conditions.
Asphalt Cement: The material obtained as residue from the distillation of asphaltic petroleum. Symbolized as AC.
Asphalt Emulsions: An emulsion is the dispersion of bituminous material (e.g., asphalt cement) in water.
Asphalt Emulsion: A material where asphalt is in suspension in water. Depending on whether the emulsifier is anionic or cationic, it is known as anionic asphalt emulsion or cationic asphalt emulsion. Various types of asphalt emulsions similar to liquid petroleum asphalts exist. Symbolized as AE. Grades include rapid-setting RS, medium-setting MS, and slow-setting SS.
Asphalt Solutions: Liquid asphalts that remain fluid at normal temperatures. Asphalt solutions are defined as a homogeneous mixture of oxidized asphalt or asphalt cement with a suitable solvent and are particularly used as primers in insulation works.
Asphaltite: A natural bitumen formed by the decomposition of petroleum and commonly found in the pores of sedimentary rocks.
Wearing Course: The top layer or wearing surface of the upper structure.
Deceleration Lane: A speed-change lane that allows a vehicle departing from a platform to slow down safely before entering the upcoming curb, separating it from fast traffic.
Ordinary Well: A well located approximately 7 meters below the ground water level.
Disaster: Destruction caused by various natural events.
Aquifer: Geological layers with significantly higher permeability compared to adjacent layers, capable of providing abundant groundwater economically.
Anisotropic Soil: Soils in soil mechanics where water does not move uniformly in all directions.
Anchorage: Backfill made of gravelly sand used in deep waterbeds to resist the forces the foundation will be subjected to.
Terrain: A piece of land, soil, place, ground.
Asbestos: A mineral formed from the alteration of tremolite, fibrous, capable of being fractured but not changing in nature when heated, also known as rock wool or rock fiber.
Atterberg Limits: In soil mechanics, limits of consistency. The moisture content of cohesive soils under certain physical conditions.
- Bond Beam: For single foundations where the soil is rock, connection beams connected in the vertical direction at both ends, in continuous foundations, beams connecting elements that do not work vertically but attempt to pull and connect structural elements, reinforced concrete beams. (Bond runner)
Relative Atomic Mass: Since the atomic mass unit is very small, it is used in practice. And its unit is g. A gr atomic mass has as many atomic mass units as 0.6 10^24 (Avogadro's number) atomic mass units.
Relative Humidity: The ratio of the mass of water vapor in the air to the mass of water vapor in saturated air at the same temperature and pressure. The relative humidity of a given air is calculated by comparing the vapor pressure of the air in question to the vapor pressure of the air in a saturated state at the same temperature.
Binder: Materials forming the matrix of composite materials such as asphalt, mortar, concrete.
Compression Block: A stress distribution in the compressive zone of a section of a reinforced concrete element under bending, resembling the stress-strain curve of concrete deformation.
Concrete: A composite material formed by mixing cement, coarse aggregate, fine aggregate, and water, with chemical and mineral additives, with cement hydration achieving its required properties.
Concrete Compressive Strength: The maximum stress value that a standard concrete cylinder specimen with a diameter of 150 mm and a height of 300 mm, made according to the relevant standard, can withstand under uniaxial compression applied at the rate specified in the relevant standard for 28 days.
Concrete Block: A concrete building material made from natural and/or artificial aggregates with cement. It is manufactured with the addition of water if necessary and with the use of additives, with a nominal height of up to 18.5 cm or 23.5 cm.
Concrete Brick: A concrete building material made from natural and/or artificial aggregates with cement, using water if necessary and additives, with a nominal height of up to 13.5 cm.
Concrete Paver (Paving Block): Concrete material made by mixing sand, gravel, water, and cement and then compacting it into molds by hand or vibrator. Pavers are used for making pavements, driveways, and other flat surfaces.
Concrete Nail: A thick-bodied steel nail that can be driven into concrete and bricks.
Concrete Rotary Kiln: A tube with a certain diameter and length, lined with fire-resistant bricks, mounted on at least 3 stations with an inclination, rotating at 1.5-4 revolutions per minute on gears. The components inside the kiln undergo a reaction and are heated to a hardening temperature of 1450°C, transforming into clinker.
Concrete Interface: A place where the old and new concrete are left with a slope of 45 degrees or serrated, ensuring thorough bonding between them at the least moment points.
Concrete Group: A group with related properties and where this relationship is recorded in the mixture ratios.
Lightweight Concrete Block: Concrete building materials made from natural or artificial lightweight aggregates, selected with special molds by pouring a mixture of cement and water and compacting it with a vibrator to produce various sizes and shapes.
Concrete Manufacturer: Individual or organization producing fresh concrete.
Concrete Covering Plates: Materials used for interior and exterior cladding and pedestrian pavement coverings, made from selected aggregates or aggregates with normal or white cement and water, with metallic paint added if necessary, shaped by pressing in special molds, one or two layers, various sizes, smooth or grooved top surface, terrazzo, mosaic, joint (Palladian), artificial marble, specially shaped, washed surface, thin ground and polished concrete slabs resistant to high pressure, abrasion, and frost.
Paving Stone and Curb: Stones and structures used in road and pedestrian pavement, platform edges, manufactured in various sizes and shapes by pouring natural aggregate, cement, and water mixed concrete into special molds and compacted in a machine to resist high pressure, wear, and frost.
Concrete Slab: Concrete block with an angular (partial) structure made of aggregate consisting of sand and gravel instead of marble or natural stone chips.
Concrete Plant: Production site where ready-mixed concrete is produced by mixing various sizes of sand and gravel with water and cement in a star-shaped section.
Concrete Temperature: Temperature immediately measured after preparing the concrete mixture. In cold environments, it is desired that this temperature be above a certain value during concreting.
Reinforced Concrete: Concrete reinforced against bending and tensile forces by embedding reinforcement inside. A method of using steel and cement to increase strength and flexibility in structures. Reinforced concrete.
Reinforcement Steel: Concrete steel. Reinforcing steel.
Reinforced Concrete Slab: Structural element that transfers horizontal loads carried by beams and columns to the slab.
Reinforced Concrete Wall: Reinforced concrete structural element. Walls are used to resist horizontal loads in high-rise multi-story buildings. As the floor heights increase, the section effects increase, and large column sizes are not economical and are architecturally problematic. Therefore, reinforced concrete walls are preferred in structures.
Concrete Durability: The ability of materials to perform their functions over long periods without deterioration is called durability, permanence, or durability. Durability can be defined as a material's resistance to environmental conditions. Generally, dense concretes with low permeability are more durable compared to others. Concrete, designed according to the conditions it will serve under, and prepared, placed, and maintained within a good quality control system, will perform its function for many years without requiring any repairs. Durable concrete is concrete that shows resistance to these effects without deteriorating and without reducing the expected performance. Therefore, the durability of concrete can be defined as its resistance to chemical and physical effects other than mechanical loads.
Concrete Strength: It is defined as the highest stress that the material can withstand without breaking. Since concrete performs better under compression stresses, when referring to the strength of concrete, compressive strength is understood unless other strengths are specified. Since the strength of concrete is a function of cement hydration and this process is time-dependent, strength is usually stated with the age of concrete. According to standards (TS EN 206 and TS EN 197), strength is determined using standard test specimens and standard test methods kept under standard environmental conditions (temperature and humidity). As mentioned earlier, normal strength (28-day compressive strength 20-40 N/mm²) concretes are used in many structures.
Concrete Absorption: The filling of permeable voids by the absorption of liquid, the entry of liquid into the interior of a permeable layer.
Consistency of Concrete (Concrete Consistency): It is a measure showing the fluidity of concrete. Increasing the amount of water in concrete increases consistency, in other words, increases the fluidity of concrete. Because increasing the amount of water reduces the coefficient of friction between solid particles, which is the fundamental reason for concrete's resistance to flow, placement, and compaction. However, a concrete with a very high water content does not mean workable concrete. Remembering the definition of workability, it is seen that there should be no separation in fresh concrete. Separation is the settling of coarse aggregate particles under the mold. Thus, concrete loses its homogeneity and the properties of the upper and lower regions of the concrete element differ.
Concrete Loss on Ignition: "Ignition loss" is determined by weighing a cement sample of known weight (1 ± 0.05 grams) at a very high temperature (975 ± 25 °C) and then carefully weighing it again. The weight loss obtained is called "ignition loss" and is expressed as a percentage.
Chloride Content in Concrete: The maximum chloride content allowed in concrete. Instead of the maximum chloride content in EN 206 standard, chloride content classes are used. The chloride content of concrete, expressed as a percentage of the cement mass, must not exceed the value given in Table 10 for the selected class.
Concrete Bleeding: The rising of free water in fresh concrete to the surface. When concrete is compacted, a thin layer of water collects on the surface. The bleeding event has two effects, one beneficial and the other harmful. Immediately after pouring, the water collected on the surface of the concrete helps in curing the concrete. However, some of the excess water collects around the concrete reinforcement and coarse aggregate. This water creates voids in the concrete and prevents the cement paste from adhering to the aggregate. By adding plasticizing additives to fresh concrete, the water/cement ratio of concrete is reduced, and thus the harmful effects of bleeding can be prevented.
Material Coefficient in Concrete: Material coefficients are used to create a safety margin in obtaining the strength values to be used in calculations, and are coefficients greater than or equal to 1.0 or greater than 1.0 that are used to divide characteristic strength values.
Finishing Concrete: The process of finishing, smoothing, and leveling the surface of concrete.
Concrete Maturity: The strength gained by concrete at a certain temperature and under curing.
Average Strength of Concrete: Average strength is the average of the strength values obtained from an adequate number of tests.
Concrete Creep: The decrease in the level of concrete over time due to drying or chemical reactions within the concrete.
Cold Joint in Concrete: When concrete continuity is not maintained due to delays or other reasons during concrete placement. It occurs when the placed concrete layer hardens before the subsequent layer is poured.
Concrete Sweating: It is called the rising of water from capillary voids in fresh concrete. Due to segregation, some of the coarse aggregate particles cannot retain water among themselves, so some of this water rises upwards. As it rises, it drags along some fine aggregate particles and cement particles. When it reaches the surface, it forms a weak skim layer. Additionally, as water rises through sweating, it accumulates around aggregate particles and reinforcement, creating voids that reduce the adhesion (bond) of these materials with concrete.
Total Cross-Sectional Area in Concrete: Total cross-sectional area is the calculated cross-sectional area of the uncracked assumed reinforced concrete element without considering the cross-sectional area of reinforcement.
Fly Ash in Concrete: In some thermal power plants, coal is used as fuel to provide the necessary energy for electricity generation. While burning pulverized coal, some of the ashes accumulate at the bottom of the furnace, while a large volume (about 75-80%) is expelled with gases through the chimney. These ashes are called "fly ash." Fly ash contains significant amounts of silica and alumina; this material has an amorphous structure. Therefore, fly ash exhibits pozzolanic properties.
Fire Damage in Concrete: Due to heat, hydrated cement loses water and dehydrates. In concrete, hydrated elements lose water at certain temperatures. For example, calcium hydroxide loses its water structure at 650°C. Non-crystalline elements, for example, hydrated calcium silicate gel, give up their water structure depending on temperature. This dehydration significantly reduces the strength of the structure. Aggregates can also change their structure due to heat. However, compared to cement dehydration, damage caused by aggregates may be more severe and earlier.
Fatigue in Concrete: The condition where concrete fractures at a lower strength after repeated loading with a certain percentage of compressive strength of concrete.
Combined Load in Concrete: Combined loads are combinations of various load types that can affect a structure during its service life, such as vertical and horizontal loads, strain changes, temperature changes, etc., and are statistically distributed internal force components (bending moment, shear force, torsional moment, etc.) that could occur together with a significant probability.
Load Coefficient in Concrete: Load coefficients are coefficients used to create a safety margin in obtaining load values to be used in design calculations.
Surface Scaling in Concrete: The detachment of pieces from the concrete surface.
Concrete Mixer: Machine that mixes sand-gravel, cement, and water to form concrete.
Concrete Shrinkage: The decrease in volume of hardened concrete due to drying or chemical reactions occurring within the concrete.
Characteristic Strength of Concrete: The characteristic strength of concrete is the strength value used to define the concrete class, determined based on statistical data, and is the strength value at which there is a specific probability (usually 5%) of obtaining a lower strength value.
Characteristic Load Impact of Concrete: Characteristic load impact is the load effect determined based on statistical data, with a probability of failure generally around 10% over the service life.
Betox: A special name designated by the company that produces gas concrete mortar consisting of cement-based polymer additives.
White Portland Cement: Portland cement is gray in color; the color of "white Portland cement" is white or near white. It is produced by calcining raw materials used in Portland cement production (white clay, kaolin) and limestone (with a high CaCO3 content of over 97% and above, such as marble). When a certain amount of gypsum is ground together, Portland cement is obtained. The gray color in Portland cement comes from small amounts of iron oxide and manganese oxide present in the raw materials used in production. The production process of white Portland cement is similar. However, these types of cements have clinkers in which iron oxide and manganese oxide are absent (or present in very small amounts). Therefore, a white or near-white color is obtained after calcining the raw materials. This cement is used for architectural and decorative purposes.
Blaine Apparatus: An instrument that measures the air permeability of finely ground cement (cm²/g).
Zone Divider: A tool used to sample aggregate samples homogeneously.
Curbstone: Concrete structure element manufactured in various sizes and sections from concrete, used to separate sidewalks and curbs from the road surface and to direct surface runoff to drains, etc.
Steam Curing: A method applied in prefabricated concrete production for the rapid gain of strength in concrete. For this purpose, saturated steam should be used, and the concrete temperature should not exceed a certain level. Relative humidity should be over 95%. Steam curing is also used to prevent damage to concrete poured in cold and dry weather conditions due to freezing.
Shrinkage: The deformation of concrete due to water loss.
Bulldozer: A construction machine made of light blade steel that can be raised, lowered, and rotated sideways using hydraulic or wire ropes. Suitable for excavation, forest clearing, short-distance (up to 25 m) transportation, and leveling of fill.
Boom: An extension arm attached to machines to enable excavation and loading.
Unit Weight: The weight of a bulk aggregate or soil per unit volume, including the voids between grains. (Unit weight = Weight / Total volume) It is the weight per unit volume including the voids of dried stone. 1) Dry unit weight v t = The weight per unit volume of a soil containing only air in the voids. 2) Natural unit weight y & bdquo; = The weight per unit volume of a soil containing both water and air in the voids. 3) Saturated unit weight 7 h = The weight per unit volume of a soil completely filled with water. 4) Submerged unit weight v k = The weight per unit volume of a soil completely filled with water and also below the water level.
Torsional Moment: Moment occurring when the rigid center and mass center of the structure do not coincide in terms of seismic behavior.
Unit Price Contract: A contract based on preliminary or final projects, along with their detailed lists and unit price schedules prepared by administrations, involving the total amount obtained by multiplying the quantities of each work item listed in these schedules by the unit prices proposed by the contractor.
Unit Work: Sections of work with names and prices listed in the estimate summary. They are measured and paid separately.
Branch: A horizontal arm branching off from the main vertical pipe in heating, clean water, and sewage systems.
Outlet Box: A box used in electrical circuits to make connections or split current into one or more branches.
Boiler: A device that utilizes hot water or steam obtained from a boiler to provide and store domestic hot water. Hot water heater.
Nozzle: Fuel injector.
Bypass Valve: A valve installed on both sides of the water meter at the entrance of a building or apartment. It is placed between the water meter and the main distribution pipes to prevent the building's water from being cut off during meter changes.
Pipe: A long, narrow cylinder with an open end used to transfer liquids, gases, etc., from one place to another.
Pipe Hanger: An hanger made of strap iron or steel straps used in hanging all types of pipes.
Pipe Collar: A decorative ring passed over the joints of stove pipes.
Buoyant Level: A topographic measuring device used to measure height differences by filling two glass tubes of equal diameter and length with colored water and allowing them to rotate around a vertical axis. It is used in leveling work.
Chimney: Independent channels built in buildings to perform various services.
Connecting Beam: Connecting beams attached perpendicular to the ground on both sides, except for single foundations where they are connected in a continuous foundation. A reinforced concrete beam that does not work against vertical loads but tries to pull and connect structural elements to each other. (Binding line)
Tie Beam: A tie beam on which the roof rafters are placed and which provides the load of the rafter to the supports.
Balcony: A space projecting outward from the upper floors of a building, open on the top and sides with railings around.
Bathroom: The part inside buildings where bathing takes place.
Bathroom Faucet: A faucet set where hot and cold water and shower connections are combined.
Bathtub: A vessel usually filled with water for bathing.
Barbican: Openings made in retaining walls (retaining wall) behind retaining walls to drain collected water. They are placed in a staggered form horizontally and vertically at 3-meter intervals, 10 cm above the natural ground. Long concrete blocks are used to ensure the flow of water in curtain walls.
Step: The surface on which the foot steps in a staircase.
Pressure Strip: A strip that covers the joints and collapses when pressed.
Batardo: Reinforcement work applied for excavation on the edge of water and below water level.
Beşik Çatı: A roof shape with two sides sloping. See: Mansard Roof
Beton Parke ve Bordür: Stone and structures used in road and pedestrian pavement and platform edges, manufactured in various sizes and shapes by pouring natural aggregate, cement, and water mixtures into special molds and compacting them under pressure to withstand high pressure, wear, and frost.
Betonarme Perde: A reinforced concrete structural element. Curtains are used to resist horizontal loads in tall multi-story buildings. As floor heights increase, column sizes increase due to increased section effects. Large column sizes are not economical and are architecturally problematic. Therefore, reinforced concrete curtains are preferred in buildings.
Birleşik Sömel: Singular somels can be arranged to take the load of more than one column that are very close to each other and transfer them to the ground as a single somel. Such a somel is called a combined somel.
Bituminous Material: A comprehensive material covering all asphalt and road tars.
Bordür: City roads: Stone and concrete structure element constructed higher than pavement, separating pavement and walkway, providing level difference and controlling drainage.
Baba: Wooden stairs: Turned wooden foot placed at the beginning and end of stairs to distribute loads.
Bağdadi Plaster: A type of plaster that consists of first layer of lime with chipping or lime-chipping mortar applied over wooden poles (agha posts), second layer is troweled with the chips embedded in the mast, and the third layer is a thin coat of plaster. (Plaster made with mile sand, lime, chip, and water.)
Bağlayıcı Material: Cement, lime, plaster, glue, clay, etc.
Copper Sheet: A smooth sheet used in construction with a thickness generally of 0.66 mm, weighing 6 kg/cm2, density of 8.90-9.00, homogenous, pure, easily workable, crack-free, stain-free, undulated sheet.
Hammer: Heavy pickaxe used in stone crushing, pile driving, etc., with a large blunt end and less sharp.
Counter: Kitchen: Work area arrangement called a counter to maximize space utilization.
Bathroom Boiler: Special boiler or heater made to heat the bathroom and water.
Dam: Water dam built for electricity generation and irrigation purposes.
Shack: Light structure made of materials like wood, zinc, sheet metal, without foundation, makeshift structure.
Barbecue: Stove where meat or fish is grilled. Usually a stove embedded in the wall on balconies.
Beret: Protective colored hat worn by technical and administrative personnel working in construction for site applications.
Baroque: Architectural style.
Barometer: Determination of height and altitude (height above sea level) in road constructions.
Step Surface: The upper surface of stairs that is stepped on with feet.
Pressure Rod: Rod that only transmits compressive force. Elements under compressive force along the longitudinal axis and on this axis.
Simple Repair and Renovation: Changes made within independent sections of buildings that do not affect the load-bearing system of the building, do not cause harm to independent sections, and do not change their intended use, in compliance with science and health rules, including changes made within that independent section and joint, inner and outer plaster, paint, whitewash, valley slope, joinery, flooring and ceiling coverings, electrical and plumbing repairs, roof repairs and tile transfers.
Mud: Muddy soil.
Belidor Formula: Formula used in dynamite blasting calculations to find the amount of explosive substance.
Compaction: Backfilling soil with a shovel.
Beşel: Special name of the company that produces and develops aluminum railing systems.
Concrete Brick: Concrete building material made with natural and/or artificial aggregates and cement, water when necessary, with a maximum nominal height of 13.5 cm, used in wall construction.
Concrete Nail: Thick-bodied steel nail that can be driven into concrete and brick.
Concrete Joint: Place where old and new concrete are thoroughly mixed to ensure good adhesion, left at an angle of 45 degrees or toothed in places where moments are minimal.
Lightweight Concrete Block: Concrete building material made with suitable quantities of natural or artificial lightweight aggregates selected from natural and artificial lightweight aggregates and mixed with cement and water.
Concrete Paving Slabs: Material used in internal and external cladding and pedestrian pavement made by pressing special molds with concrete aggregate or selected aggregate with ordinary or white cement and water, optionally with metallic paint added, produced in one or two layers and various sizes, with smooth or grooved top surface, tile mosaic, lining (Palladian), artificial marble, specially shaped, surfaces that need washing, fine ground and polished concrete plate resistant to high pressure, wear and frost.
Concrete Mix Design: Calculation made to obtain the most economical concrete with desired consistency, workability, strength, durability, volume stability and other required properties.
Concrete Mixing Water: Water with chemical properties within acceptable limits that will not adversely affect the quality of concrete. Water directly added to concrete or water entering concrete structure through aggregate moisture. Total water mass.
Concrete Admixtures: Additives that are added to concrete just before or during mixing to change fresh or hardened properties of concrete as desired, shorten the setting time and provide concrete with quicker strength gain.
Concrete Tile: Roofing materials that are manufactured with suitable quantities of natural aggregate, cement and water, with mineral filler and additives when necessary, and shaped in various sizes and shapes using special molds, produced colorless and colored.
Concrete Plate: Concrete slab with an aggregate made of sand and gravel instead of marble or natural stone grit, with a character of concrete plaster.
Concrete Pump Operator: Qualified person capable of preparing concrete pumps (mobile and fixed) for concrete pouring, concrete pouring and post-pouring maintenance operations within a certain period on their own.
Concrete Pump: Machine used to convey fresh concrete mortar that has been prepared in advance to the place where it will be poured.
Concrete Plant: Construction site where ready-mixed concrete is produced by mixing various sizes of sand and gravel with water and cement in the drum.
Reinforced Concrete Traverse: Type of concrete traverse made of concrete to serve as a pillow under the rails on railways. (Usually 2-3 m, and 4 holes left in the middle are 9.6 mm in diameter, 1 piece of steel reinforcement in the shape of 4 dowels, and the weight of these reinforcements is 5.34 kg, and the weight of the traverse is 190 kg, German type Reinforced Concrete Travers)
Bentonite: Covering material applied to buildings' outer and inner surfaces, generally in damp areas of buildings, consisting of pure acrylic emulsion-based and matte appearance, liquid, seamless, low-seam and highly-seam varieties.
Axe: Large saw used in wood and woodwork, with two handles opposite each other and used by two people.
Bidet: Vessel with a spout used for cleansing while seated. Lower washbasin.
Composite: Single force that is equal to the total effect of several forces applied to an object.
Expert: Person consulted for solving a dispute, understanding a specific subject well, skilled, knowledgeable, expert.
Bims Concrete Block: Insulating wall blocks, hollow or solid.
Bims Concrete: Structural element made by compacting and curing bims aggregates mixed with cement and water under pressure and vibration, and optionally adding quartz sand for building construction. Pumice stone. Sponge stone concrete.
Building: Structure established to live in or to carry out various actions and functions (functions): a house, school, mausoleum building, a bridge is a structure. Every building is a structure, not every structure is a building.
Building Site: Area prepared to establish a construction.
Brick Layer: Construction site officer who is responsible for cutting and installing bricks in line with the drawings and specifications prepared by the project design team, for building or repairing masonry walls.
Brick: A building element made by subjecting raw earth and clay mixed with various materials and various additives, especially calcareous materials, to proper manufacturing and compacting under high temperature and pressure and then drying and cooling it. It is also known as a structure element.
Fire Brick: Brick that is resistant to very high temperatures.
Fire Tube: Fire tube is a bundle of metal pipes connected to each other, in which gases are heated. Fire tubes are the heating surfaces of fire tube boilers and fireplaces. Fire tubes are generally made of soft metal (copper) so that they can be used as heat conductors and are quite thick to withstand pressure, which does not cause deformation due to pressure.
Bitumen: A compact material that is partially waterproof, has a strong structure, and is a natural hydrocarbon material.
Boulevard: A main road with a wide median or green strip, sidewalks and pavements, illuminated with greenery, and can be adorned with trees.
Boom: See: Work platform.
Compressor: A machine that compresses a certain amount of air or gas and increases its pressure.
Boride: Chemical compound containing boron and hydrogen.
Borax: White mineral consisting of boron and hydrogen.
Breccia: See: Marble.
Brace: Support or maintain a structure or piece of equipment, or support or maintain an object that is slumped or inclined or in danger of falling, or to maintain the desired angle between structural elements by supporting them, or to ensure the safety of people.
Brash: Rock pieces collected during blasting and crushing, non-carpeting rubble.
Bridge: Structures that provide passage from one end to the other without interruption, such as a large body of water, valley or street, connecting two parts of a city, province, or country, separated by a river or channel, can be connected.
Vertical Joint: The construction between the structures and the rock.
Timber Construction: Construction is the art of constructing buildings using natural and artificial wood materials such as wood, tree trunks, boards, planks, and beams.
Profile: Artistic, short, smooth wooden trowel, used to smooth plaster, especially plaster, with a worn square end.
Angle Board: Board and wedge iron used in the edge of iron roof.
Stove Pipe: Light black stove pipe.
Conical: conical system with an ascending and descending vertical cylinder. (Mat: a hat, a mountain, and a snow pile)
Formalin: A substance used in the design, flooring, and display of buildings and furniture as a protective cover or primer, made from glue, plaster, and paint, and dried in the air.
Forming: Formwork for construction of the manufacturer and property buildings.
Form: Mold for casting and having walls for all one reason.
Fort: A building for manufacturing, storage, warehouse, etc.
Fort: Buildings within a complex construction structure.
Fort: Bed for spring and system for working and development.
Fort: Being a threat of the engagement.
Fort: Fiction of artificial and selective with him.
Fort: A building that is divided by cross-building.
Fort: Known with non-official methods, the code is stored and mod to formulate.
Fort: Check.
Fort: Pattern of capital design or pattern of the developer from the conduction out and then due for the file.
Fort: Art or appropriate for success.
Fort: Property of oil designed in the press through the medium for success.
Fort: Wear.
Fort: Game for park and place for 15,000 while the student today is for 15,000 today and their successful mother, it's for the right through the wealth of the for your situation.
Fort: Full of pressure for the drive in cars with trees for the final guidance of the site from the for the project, the park by the company has been and short services for your information and color of the sales in park with modern history and social life has also cost you on line.
Fort: Now through the conflict from new rail for you take the morning night over 12 communities with the future of Africa.
Fort: Wives of 15,000 times with the religious line and for the left for more than 15,000 people at 10:45 the big day in use in the park and a new band for young people on the person to a force for the welcome to this field in 15,000 years old, we will never be loved 15,000 to 15,000 children for the place in Park, which is the most important place in the church or together that can grow in the middle of you on your age with the tour of the left of our account at 15,000?
Building Lot Ratio: The ratio of the area covered by a structure on the ground to the plot area (floor area ratio).
Building Facade: In parcel planning; it is the outer face of the wall of the first floor of the building on the ground level, facing the road side of the parcel. In corner parcels, it is the face of the first floor wall facing the road side where the building's elevation is taken.
Building Depth: The distance between the furthest points of the front and rear facade lines of the building, measured along a perpendicular line.
Building Construction Area: The total area calculated by considering the entire floor area of the building based on the outer edges of curtain walls, plaster walls if any, and projections. Gaps smaller than 1 m² are not subtracted. In open ground arrangements (such as gas stations, sports facilities, riding halls, marinas, etc.), 25% of the arranged area is calculated and considered as building area, added to the building area.
Building Net Area: The total of the floor areas measured from the finished wall coverings of each space used inside the building. Gaps smaller than 1 m² are not deducted. Roof terraces resting on the ground are not calculated. Balconies are separately calculated and their entire area is included. Door openings are included in the area. The vertical plane areas of embedded closets are also calculated separately.
Building Height: The distance from the point where the building receives its elevation to the eaves level, according to the height specified in the zoning plan and regulations.
Unit Deformation: The deformation per unit length of a material under applied loads. Within elastic limits, tensile forces cause slight elongation of the piece or compression causes shortening (unit deformation) (Strain).
Unit Price: In construction works subject to contract based on unit price, the price per unit of measure for each item specified in preliminary and/or final projects and the corresponding location lists and unit price schedules, proposed by the tenderer and approved by the administration for payment in the contract. The price per unit of measure for an item of construction, such as piece, kilogram, meter, square meter, cubic meter.
Unit Price Analysis: The process of calculating in accordance with the definition the unit costs of construction works related to materials, labor, machinery, and equipment based on the measurement quantity per unit.
Unit Price List: After determining the rates at the beginning of each calendar year, analyses of the constructions and materials subject to loading, unloading, and stacking are calculated according to the principles of the Major Price Analysis and printed as the Unit Price List by the High Scientific Board of the Ministry of Public Works and Settlement and distributed.
Unit Price Number: Also known as "item number". It is a code number that identifies the rates or unit prices.
Unit Price Schedules: The construction conditions that define what is included or excluded in the unit price payment and the method of measurement and calculation of unit prices. The definition and calculation of how the unit price will be found.
Unit Price Bid Table: A table showing the total of the amounts obtained by multiplying the quantity of each work item listed in preliminary or final projects and the corresponding location lists and unit price schedules by the unit prices proposed by the contractor for these work items, prepared by the administrations based on unit price schedules.
Unit Work: Work sections with names and prices listed in the estimate summary, separate from measurement and payment.
Unit Cost: The costs determined and announced separately by the Ministry of Public Works and Settlement each year for the classes essential for construction and architecture services based on the unit measure of the structure (unit area in buildings).
Unit Surface Discharge: The amount of water given off per unit surface of the drainage area in one second.
Finish Profile: A complementary piece usually 30x30x1 mm in size used to prevent thermal insulation boards from detaching from the upper and side edges of windows and doors on the exterior facade.
Adjacent Arrangement: A building arrangement adjacent to buildings in one or more neighboring parcels.
Adjacent Building: A building adjacent to the structure on both sides in neighboring parcels.
Bituminous Sheet: Corrugated bituminous sheet roof covering material. Onduline sheets.
Bituminous Material: Asphalt, tar, etc.
Bituminous Base Layer: In road constructions, it is a bituminous binder hot mix layer built on a foundation layer with or without binder.
Bioharmonology: A branch of science that investigates, examines, and proposes rational solutions to the harmony between all kinds of natural and artificially created physical environments and users in the life process of living organisms.
Blaine Apparatus: An apparatus used to determine cement fineness. (Expressed as the area covered by 1 gram of material in square centimeters (cm²/g)).
Blaney-Criddle: A method used for estimating monthly plant water requirements.
Blockfiller: Material used to fill and achieve a smooth surface by filling small gaps and cracks on old and new surfaces.
Block: A large heavy mass. Large structures adjacent to each other.
Block-Adjacent Building: Buildings consisting of more than two buildings in a block, partially or completely adjacent to a building on a neighboring parcel.
Block Arrangement: A garden arrangement where a single structure mass, with defined facade length, depth, and height in the zoning plan and regulations, sits on one or more parcels.
Block Stone: Structures adjacent on one side to a building in a neighboring parcel.
Block Brick: Bricks larger than modular bricks.
Blockage: Filling made by placing stones on sharp ends towards the surface and pouring concrete on top of them on earth ground.
Blockfillers: Acrylic-based interior and exterior coatings used to fill plaster voids and achieve a smooth surface.
Block Floor Slab: Ribbed slab, cellular slab.
Basement Floor: The part of a structure below the road level. The floor below the level where the building's ground level receives elevation.
Pressurized Groundwater Insulation: The insulation type applied in accordance with the project in basements against pressurized groundwater.
Bohne Method: A test method for surface abrasion measurement of materials.
Area Factor: The coefficient accepted in the Chambers of Civil Engineers and their branches and representations for the minimum fee calculation based on regional criteria.
Partition Wall: Non-load-bearing thin walls or separating partitions. (Separation = Volume divider)
Borax: Sodium salt derived from concentrated boric acid.
Curbing: Bridge crane.
Pipeline: The pipeline system established for the purpose of transporting natural gas from the natural gas supply unit to one or more distribution and consumption centers.
Pipe Scaffold: A scaffold made of pipes used for work with pipes. Steel scaffolding.
Pipe Insulation: A type of pipe insulation prepared according to the outer diameter of the pipe, approximately 60 kg/m³, wrapped with clothed glass wool, folded, coated with white fabric, double-coated with insulation paint. (There are also varieties such as aluminum composite film-coated, rubber foam, stone wool aluminum foil-coated, elastomeric polyethylene foam, etc.)
Length Hinge: A straight leaf hinge used in doors and windows, similar to a hinge, 1.75-3.50 cm in length.
Paint: Chemical dressing for protection purposes applied to metal and wooden materials.
Profile Profile (Length Profile): The projection or elevation of the road axis in a vertical plane or level road axis. Drawing the longitudinal cross-section to indicate the slopes and descents of the terrain along the road route.
Breccia: Conglomerates with angular gravel. It forms by the fragmentation and connection of rocks in all directions with natural cement due to tectonic movements. It generally accepts good polish, colorful.
Brinell Hardness: Determined by pressing a certain size (most used 10 mm) steel ball onto the surface of a material with a certain force for a certain period of time, the average diameter of the indentation around it is determined. The hardness value calculated by dividing the compressive load on the spherical surface area. The smaller the indentation, the harder the material.
Brittleness: The ability of a material to break when subjected to pressure, blow, or shock.
Brick: A ceramic piece made of clay. It is the construction material made by shaping the appropriate mixture of clay and similar raw materials, pressing it, and then hardening it by burning it at a temperature of 800-1000°C.
BSI: British Standards Institution.
BTM: Special name designated by the company producing bituminous insulation materials, thermal insulation boards, extruded polystyrene rigid foam, polymer bituminous coatings (elastobit, plastobit, etc.).
Vapor diffusion: The movement of water vapor formed in a volume inside buildings towards colder volumes.
Bulldozer: A construction machine consisting of a light cutting iron that can be raised, lowered, and rotated sideways using hydraulic or wire controls. Suitable for digging natural soil, clearing forests, short-distance 25 m transportation, filling leveling, etc.
Boom: An extension arm attached to machines for excavation and loading in construction machines.
Bungalow: Typically a single-story house with a wide veranda.
Torsion: The condition resulting from the non-coincidence of weight and stiffness centers of gravity of a structure in terms of earthquake behavior. The twisting of a bar turned around its axis in opposite directions encountering forces.
Button: A button used to start something.
Shoring (Wooden lagging): Temporary support made in gallery and tunnel construction to support unstable ground both for safety and for itself.
Frosted Glass: Glass made translucent. (Embossed, matte, opaque, sable glasses are frosted glasses.)
Unit Work: Work parts listed with names and prices in the estimate summary. Work sections measured and paid separately.
Tie Wire: Soft annealed wire tightly tying column, beam elements (upper and lower reinforcement, stirrup, etc.) together.
Ballast: A layer of crushed stone with a certain thickness of 30 mm to 60 mm, depending on the type of sleeper carried and the load carried on the railway platform, laid on the railway platform. It consists of basalt, granite, syenite, diorite, diabase, quartzite, melaphyre, or hard limestone, obtained by breaking, which distributes dynamic and static effects more evenly through rails and sleepers to the infrastructure platform.
Ball Clay: Clay mud. A sticky clay with various organic materials inside, generally dark clay.
Bypass Valve: A valve placed between the water meter and the main distribution pipes in building or apartment entrances. It allows changing meters without cutting off the building's water supply.
Betofiber: Special name designated by the company producing glass fiber reinforced precast concrete elements insulated facade partitions. Decorative facade elements.
Concrete Block: A concrete building material made with natural and/or artificial aggregates and cement, and optionally with additives, with a maximum nominal height of 18.5 cm or 23.5 cm, used in wall construction.
Concrete Pour (Slab): A construction material obtained by pouring concrete mortar made of sand, gravel, water, and cement into molds and compacting it by hand or with a vibrator. Slab.
Concrete Steel: Round reinforced concrete steel rod used as reinforcement.
Concrete Paving Stone: Stone used for garden arrangements to protect greenery, and for non-slippery use in building garage entrances.
Concrete Paving Stone: Stone used for garden arrangements to protect greenery, and for non-slippery use in building garage entrances.
Linseed Oil: An oil that dries quickly and is used to make oil paints and varnishes.
Pumice: Natural pumice: A building material with a sponge-like appearance and a hardness of approximately 6 on the Mohs scale, formed by volcanic eruptions of volcanic origin, silicate-based, glassy and porous, lightweight, used for thermal and sound insulation purposes. (Light aggregate, Pumice stone, Scoria, Tufa stone.) Lightweight brick.
Lap: The overlap length of reinforcements in reinforced concrete projects, depending on the diameter. A construction material that partly overlaps each other. The situation of roof covering materials, etc.
Rebate: A strip nailed to the edge of doors, cabinets, etc., to cover the gap left when these wings are closed.
Bituminous Materials: Materials made of bituminous substances, black-colored and resinous in nature. They become liquid when heated and gradually solidify by softening. They have a certain plasticity in solid form. Materials with high insulation properties that are waterproof, do not pass through water, and do not react with acids and salts.
Curb Stone: A concrete structural element of various sizes and sections made of concrete, used to separate sidewalks and refuges from the road surface and to direct water coming to the road surface to drains, etc.
Pipe Hanger: A hanger made of strap iron or steel hangers used to hang all types of pipes.
Brick: A hollow block made by compressing a mortar made of coal waste or sand and gravel with cement, with additives if necessary, in molds.
Pipe Sleeve: Drainage and piss pipe made of concrete.
Whitewash: Primarily made by mixing lime with water. Used for interior decoration. Not resistant to washing.
Bakelite: An artificial resin used in door and window handles and some lighting fixtures.
Building Insulation: A comprehensive system that requires meticulousness, sensitivity, multidirectional detail work from material production to application, and involves many scientific disciplines.
Whitewash: Primarily made by mixing lime with water. Used for interior decoration. Not resistant to washing.
Bakelite: An artificial resin used in door and window handles and some lighting fixtures.
Building Insulation: A comprehensive system that requires meticulousness, sensitivity, multidirectional detail work from material production to application, and involves many scientific disciplines.
Whitewash: Primarily made by mixing lime with water. Used for interior decoration. Not resistant to washing.
Bakelite: An artificial resin used in door and window handles and some lighting fixtures.
Building Insulation: A comprehensive system that requires meticulousness, sensitivity, multidirectional detail work from material production to application, and involves many scientific disciplines.
Fish Back: A swelling made in road constructions so that waters do not collect in the middle.
Banket: The part of the road surface left for pedestrian, animal passage, etc., and for vehicle stopping, other than the part allocated to the movement of motor vehicles.
Concrete Guardrail: Rigid barriers made of concrete in road constructions with a horizontal surface facing the traffic flow, which redirect impacting vehicles back into the traffic path.
Binder Layer: The intermediate layer between a base layer and a surface layer in road constructions.
Bitumen: A natural thermoplastic material, asphalt, a large molecule-weight hydrocarbon H-C compound known for a long time. Found naturally as rock or lake asphalt and can also be obtained from crude oil.
Bitumen Emulsion: A material formed by the dispersion of bitumen in water using suitable emulsifiers in road constructions.
Bituminous Binder: The material covering all binders whose main component is bitumen.
Bituminous Material: A broadly defined material covering all asphalt and tar for road construction.
Divided Road: A highway formed by separating the traffic belonging to one direction from the other road in a certain way.
Longitudinal Section (Profile): The projection or section of the road axis in the vertical plane for road constructions. Profile section drawing to indicate the ups and downs of the route axis, for guiding the road route.
Bridle: A kind of joint that connects lines in railways with switches.
Buden: The protrusion on railway wheels that ensures minimum friction while rolling on the rails and prevents derailment by resisting horizontal forces perpendicular to the track axis when stationary.
Buraj: Operations such as pulling ballast from under concrete sleepers to prevent variations in height and level on railways.
Balçık Zemin: Ground with high water content that does not easily release water, typically viscous and adhesive in nature.
Batak ve Balçık Kazısı: Excavation of ground with high water content that does not easily release water, typically viscous and adhesive in nature.
Batak ve Balçık Zeminler: Soils with high water content that do not easily release water, typically viscous and adhesive in nature.
Bazalt: A volcanic rock formed by the solidification of magma on the Earth's crust. It is generally dark gray or black in color with a fine crystalline texture. When crushed, it forms flat smooth surfaces.
Bentonit: A fine clay that can swell up to 25 times its original volume when absorbing water. It is a general term for montmorillonite clays and is often added to increase mud plasticity.
Bitkisel Toprak: The superficial soil layer, rich in humus and active in terms of microbial activity, suitable for plant growth, ranging from 5 to 40 cm in depth.
Boşluk Oranı: The ratio of the total void volume (Vha+Vsu) in a soil's V volume to the volume of solid particles.
Brükner: A graphical representation of the most economical transportations to be made from cut to fill or from borrow to fill, and their distances.
Burgu Metodu: A drilling method using an auger with a diameter ranging from 5 to 30 cm, which cannot reach great depths, also known as the hand auger method.
Cüruflu Çimento: Hydraulic binders produced by grinding portland cement clinker with granulated blast furnace slag and a small amount of gypsum.
Conta: A thin piece, usually made of plastic, rubber, or lead, placed between two compressed surfaces to ensure impermeability.
Cumba: A projecting oriel window, often with a lattice structure, in old Turkish houses.
Glass Bead: A part made of wood, metal, or plastic attached to a glass window.
CENELEC: European Committee for Electrotechnical Standardization.
Cerax: Special name given by the company that produces cement-based polymer-modified joint filling materials.
Current: Electric current.
Polish: A chemical compound applied to protect wood, stone, etc., from external influences and to give a matte or glossy finish to the surface.
Change of Type: Changing the type of property in the land registry from land to building after completion of construction.
Bolt: A large-headed screw used to connect pieces of wood or metal together.
Climatherm: A special name for polypropylene pipes produced from polypropylene raw material mixed with glass fiber fibers, which are durable, do not corrode internally, are hygienic, have low heat transfer, and are specially named for internal water installation pipes.
CPM: Type of job scheduling. Critical path method.
Cros Method: Area finding method. After expressing the broken points of the terrain in fractions, when the opposite direction is selected by moving the clock, each point (y) will give the height (x) or will not give the result in the form of areas twice.
Sentence Gate: Main door.
Slag Fill: Filler to be filled under the basement floor in buildings with basement, or under the ground floor floor of the basement, or under the wet space.
Glass Tiling: Unit weight of 2.5 kg/m3, which will be made using cement that does not cause corrosion, that is resistant to acids and all kinds of weather conditions, made from glass pieces instead of glass pieces made from ready-made coating types of materials, used as a material wet in public, where hygiene is needed, in the external, or are decorative, swimming pools, residential, hospitals, airports, bathrooms, kitchens, corridors, wet flooring materials.
Glass Parquet: It is standard compliant and used for light floor making.
Glass Brick: Press with filling the cavity of the product together with the filling of the cavity, and the cavity with a high back of the used in withstand placed is Cam block used in walls of interior brick block empty.
Cement Paste: The material formed by the mixture of "cement + water" is called cement paste. It has a plastic consistency. (low water content)
Cement Mortar: Mortar consisting of sand and binder cement.
Lime Cement Mix Mortar: Reinforced mortar, a mixture of lime paste or powder and cement with mortar sand and binder.
Cement Slump Test: Cement and water. High water content in flowable consistency.
Cement Plaster: Rough plaster applied to thoroughly moistened surfaces or exposed areas where a high dosage of sand granulometry is selected to give maximum resistance to the mortar and the surface to be coated with a trowel.
Volume Expansion of Cement: Volume expansion in cements can cause internal stresses and lead to concrete cracking. Excessive amounts of magnesium oxide (MgO) and CaO in cement are harmful because these substances can significantly increase in volume after reacting with water, leading to cracking in structures. Therefore, the volume expansion test is conducted to determine whether the volume of a hardened cement paste remains stable due to such harmful substances. Le Chatelier (specific gravity) mold is used for volume expansion determination.
Fineness of Cement: The higher the fineness, the faster the strength development of cement in early ages. The average thickness of the water film surrounding cement particles in cement paste depends on the water-cement ratio and cement fineness. Cement fineness is defined by its specific surface area. The specific surface area is measured using a "Blaine" apparatus. This test method is described in Turkish Standard TS EN 196-6.
Enamel Plate: Ceramic obtained by pouring or compressing a mixture of clay kaolin, feldspar, flint, and sometimes talc into molds, shaping it, applying colored patterns, glazing, and then firing, which is glass-like but not transparent.
Slump Test: Equipment used: Mold, compaction rod, filling scoop, ruler, base plate, shovel, damp cloth.
Slump Cone: Conical mold 30cm high used in slump test.
Staple: A method of affixing trees or plants using stakes or pegs typically 1.8-2.7 meters long and 7.5-12.5 cm in diameter, placed two-thirds into the ground and secured together with two rows of 0.5 mm diameter galvanized wire.
Roof: The elements that protect structures from external factors such as rain, wind, snow, and hail are called "Roof." Roofs made of wood, steel, and reinforced concrete are commonly used in residential, commercial, studio, factory, hospital, school, and similar buildings.
Roof Transfer: The process of replacing broken tiles of a roof with new ones.
Roof Hanger: A structural element that transfers the load of rafters to dropping beams or longitudinal elements.
Roof Pole: In lightning protection works: A pole made of 6.5 meters long, 80 mm galvanized pipe for radioactive catch tip. The unit descent Halken is a pipe fixed so as not to damage the roof.
Roof Edge: The outwardly extended part of a roof that protects the uppermost part of a wall against rainfall.
Roof Ledger: Supports inclined support from columns to rafters, reducing lateral pressures and minimizing the opening of the struts.
Roof Beam: A main beam overlaid with underlayment boards and used for binding rafters.
Roof Strap: Bars placed diagonally across one or two surfaces of the supports, rafters, and sides to prevent the spread of roof rafters.
Roof Rafter: A system that supports the loads and pressures taken from the sloping surface of the roof.
Roof Diagonal: Structural member transferring loads from verticals to tying beams in hanged wooden roof trusses.
Roof Cushion Beam: A beam placed on walls for attaching roof trusses or rafters. The element shown at number 6 in the picture is the Roof Cushion Beam.
Zinc Gutter Canal: A 30 cm deep, 25 cm rectangular section made of 14 No. Iu zinc from wood on the sloping floor; after laying insulation material, the joints are placed here and the joints are placed in 5 cm over each other and the edges of the plates are soldered with 1.5 mm thickness to prevent water leakage and the plates are bent over the wooden slats and made into a 1-degree shape. Rain and snow water path.
End of Concrete: Additional reinforcement used in reinforced concrete in the form of extensions of the ends.
Corten: Barbicans applied in cut stone retaining walls (retaining wall).
Pebble Stone: A small stone type with a rounded or almond shape, the sharpness of which has been lost due to erosion by sea coasts or streams.
Sliding Door: A type of door made by nailing boards to the pieces called belts and crosses side by side.
Temporary Pile: Piles made of wood, steel, reinforced concrete, or pre-stressed concrete, prepared as a single whole or in parts, driven into the ground, used in pile foundations. Also see: Temporary piles
Size: A small-scale mapped document given to the right holder to show the position, boundaries, and dimensions of a land parcel or building on the ground.
Size Situation: The document approved by the relevant municipality specifying the principles set out in the approved zoning plan of the building to be constructed in that neighborhood in writing and sketch.
Size: Measure the width, length, and group. (like capped rubble stone.)
Capped Rubble Stone: Rectangular or multi-edged, flat and smooth, straight-edged stones that have been squared using a chisel, made using a device such as a masonry and smashing.
Stake: A way of holding trees or plants using stakes or stakes, usually 1.8-2.7 meters in length and 7.5-12.5 cm in diameter.
Roof Transfer: The process of replacing broken tiles of a roof with new ones.
Roof Hanger: A structural element that transfers the load of rafters to dropping beams or longitudinal elements.
Roof Pole: In lightning protection works: A pole made of 6.5 meters long, 80 mm galvanized pipe for radioactive catch tip. The unit descent Halken is a pipe fixed so as not to damage the roof.
Roof Edge: The outwardly extended part of a roof that protects the uppermost part of a wall against rainfall.
Roof Ledger: Supports inclined support from columns to rafters, reducing lateral pressures and minimizing the opening of the struts.
Roof Beam: A main beam overlaid with underlayment boards and used for binding rafters.
Roof Strap: Bars placed diagonally across one or two surfaces of the supports, rafters, and sides to prevent the spread of roof rafters.
Roof Rafter: A system that supports the loads and pressures taken from the sloping surface of the roof.
Roof Diagonal: Structural member transferring loads from verticals to tying beams in hanged wooden roof trusses.
Roof Cushion Beam: A beam placed on walls for attaching roof trusses or rafters. The element shown at number 6 in the picture is the Roof Cushion Beam.
Zinc Gutter Canal: A 30 cm deep, 25 cm rectangular section made of 14 No. Iu zinc from wood on the sloping floor; after laying insulation material, the joints are placed here and the joints are placed in 5 cm over each other and the edges of the plates are soldered with 1.5 mm thickness to prevent water leakage and the plates are bent over the wooden slats and made into a 1-degree shape. Rain and snow water path.
End of Concrete: Additional reinforcement used in reinforced concrete in the form of extensions of the ends.
Corten: Barbicans applied in cut stone retaining walls (retaining wall).
Pebble Stone: A small stone type with a rounded or almond shape, the sharpness of which has been lost due to erosion by sea coasts or streams.
Sliding Door: A type of door made by nailing boards to the pieces called belts and crosses side by side.
Temporary Pile: Piles made of wood, steel, reinforced concrete, or pre-stressed concrete, prepared as a single whole or in parts, driven into the ground, used in pile foundations. Also see: Temporary piles
Size: A small-scale mapped document given to the right holder to show the position, boundaries, and dimensions of a land parcel or building on the ground.
Size Situation: The document approved by the relevant municipality specifying the principles set out in the approved zoning plan of the building to be constructed in that neighborhood in writing and sketch.
Size: Measure the width, length, and group. (like capped rubble stone.)
Capped Rubble Stone: Rectangular or multi-edged, flat and smooth, straight-edged stones that have been squared using a chisel, made using a device such as a masonry and smashing.
Stake: A way of holding trees or plants using stakes or stakes, usually 1.8-2.7 meters in length and 7.5-12.5 cm in diameter.
Steel: An alloy of iron and carbon that can be made very hard and flexible by adding water, containing a small amount of carbon in its composition. Ordinary Steel: An iron-carbon alloy steel with a foreign substance content of less than 0.01, consisting of magnesium, silicon, phosphorus, and sulfur. Soft Steel: Medium-hardness steel. Various cross-sectional rod steels, reinforced concrete steels, profiles, sheet metals. Special Steel: Steels with various amounts of nickel, magnesium, silicon, tungsten, chromium, etc., added to soft steels.
Steel Chimney: Chimney fueled by natural gas and liquid fuels. The chimney form made with the minimum friction rate according to the chimney diameter calculation.
Steel Composite Beam: A structural system consisting of a steel frame or beam that supports reinforced concrete, steel, steel wire mesh floors.
Steel Cable: Steel made from steel, connecting the legs of suspension bridges to each other.
Steel Mesh: Pre-welded reinforcement steel bars prepared by welding for reinforced concrete.
Steel Cage Beam: A steel beam system formed horizontally parallel to the roof slope by connecting upper headers parallel to the roof slope and lower headers that connect abutment points.
Steel Slab: Hot-rolled steel material with rectangular cross-sections perpendicular to the length axis.
Steel Wool: Long, sharp-edged steel wire rolls used to smooth or matte surfaces with varnish.
Steel Truss Beam: A beam system formed by cutting various I-section profiles, sliding two pieces formed after cutting together, and then welding them together to create a beam with hollow bodies.
Steel R Beam: Under vertical loads, the upper header flange (from profiles) is subject to buckling within the plane. The lower header (from sheet and round iron) is subjected to bending only under compression conditions, both within the plane of the header and perpendicular to it. Steel beam system where diagonals (braces) working under pressure are affected by two-way buckling.
Steel Strip: Made of steel, used for measuring long distances, metal that can fit into a small box with lengths of 10, 20, 30, or 50 cm, thicknesses of 0.2-0.5 mm, and widths of 12-20 mm. Steel meter.
Steel Wire: Used in concrete reinforcements, various diameters, ribbed, longitudinally curved, corrugated steel wire (TS 10513).
Various Iron Works: General name given to all manufacturing such as fences, flagpoles, lintel covers, water tanks, folding sheet door frames, grilles, etc., made from sheets and profiles or box profiles on construction sites or outside cold iron workshops.
Fountain: A structure where water is channeled for everyone's benefit.
Exit Line: It is the direction most seen on it. The staircase exit line, with straight stairs, in balanced stairs with a width of less than 10 cm, is passed through the exact middle of the staircase width.
Projection: A part, protrusion, balcony of a building that does not exceed its garden boundaries outside its floor area, under the condition that it is outside the natural or corrected ground level in curb, side, and rear gardens, and open or closed structure on its every facade.
Projection Bottom Distance: Height between projection bottom and road facades in curb, side, and rear gardens, and between natural or corrected ground in these facades.
Zinc Sill: A simple sill type made of at least 4 pieces of 3x3 cm grooved wedges placed in existing plaster or screed, with a single layer of bituminous cardboard laid on top, to prevent rainwater from passing to the wall, and arranged to prevent rainwater from passing to the wall.
Zinc Sloping Valley: Generally made of 14 No.Iu zinc, with a length of 66 cm and a width of 10 cm, placed on a wooden floor and overlapped by 5 cm at the joints, soldered with 1.5 mm thick zinc sheets, under which insulation material is placed, and rain and snow water path.
Zinc Skirt: Zinc plaster skirt. The part of the roof where the roof slope intersects with the wall is raised 25 cm upwards, insulation material is folded underneath, plaster is applied, and a 10 cm zinc surface roof sheet is made with a 10 cm overlap on the 10 cm roof.
Zinc Tank: Zinc rainwater tank. According to the project, it is a volume with a box section of 30x30x40 cm dimension made of 12 No.Iu zinc, fixed with galvanized iron with vertical pipes, and soldered at the joints.
Zinc Cover: Zinc stove hole cover. Made of 12 No.Iu zinc, with at least 10 cm clearance entering the stove hole, with a handle cover on the outer center of the hoop part, soldered to each other.
Zinc Sheet: Usually used in construction roofing, gutters, pipes, roof skirts, made of galvanized sheet.
Fence Post: Prefabricated Reinforced Concrete Wire Fence Post for protection and environmental safety purposes.
Demolition: See: footing, settling in concrete.
Settling Pool: A pool where foreign materials are settled on the dirty water cleaning floors.
Dressed Rubble Stone: Stones with squared edges made by trimming rectangular or multi-sided, flat, smooth, straight-edged stones.
Fork Nail: A special nail with two pointed ends in a U shape used to attach electric and telephone cables to wooden surfaces such as balustrades, door and window sills, etc.
Check Line: Used in measuring length with surveying instruments and steel strips in length measurements. A length measurement device made of conical and cylindrical shapes made of iron or steel, suspended with a rope to indicate the direction of gravity, used to determine specific points on topography instruments. Plumb bob.
Ring Road: A highway that passes outside the settlement and connects to city roads, encircling the city to facilitate the passage of transit traffic without entering the city center.
Work Area: Excavation work area width. (Work share) This width is taken as 50 cm in Public Works conditions. (In inclined excavations, the distance between the base of the slope and the outer edge of the building foundation, and in bench excavations, the distance between the exposed surface of the bench and the outer edge of the building foundation)
Very Hard Rock: Undisturbed granite and similar, basalt, porphyry, quartz, unweathered rocks shattered and loosened using a hammer pistol with a large quantity of explosive, blocks of the same type larger than 0.400 m3.
Very Hard Rock Excavation: Excavation of undisturbed granite and similar rocks such as basalt, quartzite, massive limestone, marble, and others, or rock pieces of the same type larger than 0.400 m3, using a large quantity of explosives and shattered with a hammer pistol, is called "Very Hard Rock Excavation".
Very hard rock soils: Undisturbed granite, etc. with a large quantity of explosive, shattered, undisturbed granite, etc., with a large quantity of explosive, shattered, undisturbed granite, etc., with a large quantity of explosive, shattered, undisturbed granite, etc.
Clay: Clay soil drawn on earth dams, impervious to water passage.
Branch Floors (Floors working in two directions): Floors with long sides less than twice the short side, sitting on all four sides.
Immersible Vibration: Also known as tubular, a compression tool immersed in concrete by dipping.
Reinforced Concrete: Concrete with reinforced reinforcement. Concrete with compressive strength C 16/20 (BS 16). Concrete with compressive strength C 20/25 (BS 20). Concrete with compressive strength C 25/30 (BS 25-B300).
Reinforcement-Free Concrete: Concrete without reinforcement bars inside. (Coarse concrete) Concrete with compressive strength C 678 (150 doses). Concrete with compressive strength C 8/10 (200 doses). Concrete with compressive strength C 12/15 (250 doses). Concrete with compressive strength C 16/20 (BS 16).
Balanced Reinforcement Ratio: The reinforcement ratio that allows the bending strength of a reinforced concrete beam under bending to be reached simultaneously with the flow of tensile reinforcement and the crushing of the outermost compression fiber concrete.
Shear Reinforcement: Concrete by adhesion to reinforcement, which provides the horizontal stress over the cross-section of the reinforced concrete, equal to the tensile strength of reinforced concrete, equal to the shear reinforcement of concrete.
Flat Slab: In general, reinforced concrete slabs. Flat reinforcement to ensure resistance in the reinforcement section of the work area of the principle of a uniform water over the construction construction, according to the rules of the road construction.
Catalog Structures: Prefabricated reinforced concrete structures prepared and assembled at the factory, and the construction of two containers, water structures, prefab structures.
Bush Concrete: Masonry, non-masonry, concrete, concrete, concrete, construction.
Building Profiles: 2- Profile of the building, which is small in construction, hard to escape, is and read 2- day on and of on of the hand, and in is to is the door.
Diafon: An intercom system that enables communication between an apartment and an external door or between an apartment and a building caretaker using a push-to-talk, release, listen mechanism.
Direct Current (DC): An electric current that flows consistently in one direction on a conductive circuit.
Pressure Reducer (Dedantör): A device used in plumbing to reduce pressure.
P-trap (Deve Boynu): A wide curved elbow used in drainage systems to prevent sewer gases from entering the building.
Drip (Damlalık): A grooved section near the sink of a dishwasher where washed dishes are placed to drain water into the sink.
Drip Eaves: The sloping marble, aluminum, or stone structure below a window frame that collects and directs rain, snow, and washing water away from the building facade.
Wall (Duvar): A vertical division element in buildings made of materials like stone, brick, or concrete.
Flat Raft Foundation (Düz radye temel): A type of foundation used when walls or columns are close together and the loads are light.
Segment of a Circle (Daire kesmesi): The area enclosed between two radii of a circle.
Segment (Daire Parçası): The section between the chord of a circle and its arc.
Slab with Short Edges (Dal Döşeme): A reinforced concrete slab where the ratio of the long edge to the short edge is less than 2.
Breakwater (Dalgakıran): A long barrier built offshore to protect coastlines, harbors, and ships from the force of waves.
Fishing Weir (Dalyan): A structure made of nets and stakes near the shores of seas, lakes, and rivers used for large-scale fishing.
Dam (Dam): A structure built to protect against external influences, often covered with tiles.
Vein (Damar): A wavy line indicating color variations in marble and similar materials.
Density (Dansite): Mass per unit volume.
Support (Dayak): A structure or support to prevent something from collapsing.
Strength (Dayanım): The maximum stress a material can withstand without breaking; in concrete, it refers to compressive strength.
Floodwall (Dayk): A retaining wall or levee; also refers to a vertical vein within the earth's crust.
Flow Rate (Debi): The volume of water passing through a section of a river per second; discharge.
Cutwater (Debuşe): The section designed for water passage in bridges and culverts.
Deformation: The change in shape or form of an object or system.
Corridor (Dehliz): A covered passageway or corridor.
Excavation (Dekapaj): The removal of topsoil or overburden from a construction site or mining area.
Decauville (Dekovil): A small train with a narrower gauge than standard trains, operated manually.
Drilled Pile (Delme Kazık): A pile formed by drilling and inserting reinforcement into a borehole, then filling with concrete.
Startup (Demeraj): The initial operation of an electric machine.
Demobilization: The dismantling and removal of facilities and equipment after a construction project is completed.
Inspector's Certificate (Denetçi Belgesi): A certificate issued to engineers and architects by the Ministry of Public Works and Settlement for conducting building inspections.
Torsional Balance (Denge Burulması): The consideration of torsion to ensure stability and load-bearing capacity in structural systems.
Polish (Deredur): A type of polishing material.
Deep Excavation (Derin Kazı): Excavation deeper than 4 meters by hand tools or up to 25 meters using machines.
Deep Well (Derin kuyu): Wells with a water level deeper than traditional wells.
Depth Premium (Derinlik Zammı): An additional cost for excavations deeper than 2 meters, applicable to manual excavations.
Diversion (Derivasyon): The temporary rerouting of a riverbed for construction purposes.
Joint (Derz): The gap or seam between two building elements.
Detail Drawings (Detay Resimleri): Construction drawings showing specific characteristics of work to be performed on-site or in workshops.
Shoulder (Dever): The transverse slope applied to a road to prevent vehicles from sliding outward and to facilitate water drainage.
Diabaz: Type of marble.
Diffusion Permeability: The ability of a structural material separating two media with different vapor pressures to allow water vapor to pass through.
Welded Pipe: Welded pipe.
Expansion Joint: Expansion joint.
DIN (Deutsche Industrie Norm): German Industrial Standard.
Outdoor Area: Space situated among and bordered by human structures such as streets, squares, parks, gardens, etc.
Exterior Eruptive Rock: Rocks such as volcanic quartz, porphyry, diabase, rhyolite, basalt, andesite, melaphyre, obsidian, pumice, perlite, tuff, etc., formed by the cooling of magma on the earth's crust.
Disk-Harrow: Device used to crush and crumble coarse manure.
Natural Paving Stone: Paving stones of large, small, and mosaic types used in roads, squares, parks, etc.
Fill: In road construction: the section between the natural ground and the road's substructure, allowing placement according to the vertical lines (red lines) of the project.
Drainage: Constructed to protect buildings from groundwater, surface water, runoff, and melting snow and ice.
Drip Profile: An auxiliary piece, usually 30x50x1 mm in size made of plastic or aluminum, used in thermal insulation plaster to prevent cracks and damage in window sills, etc.
Defon: A type of drain pipe with a curved lower end installed up to shoulder level to protect against impact and crushes.
Distillation: In road construction, determining the amount of bituminous materials evaporated at specified temperatures and the quantity and quality of residue. (Distillation)
Support Structures: Support structures placed according to the design standards of the road platform in road construction. (Reinforced concrete or stone retaining and shoring walls, reinforced earth walls, gabion walls, crib walls, anchored walls, etc.)
Dereyman: Safety latch mechanism with short poles used in railroads to warn of engineer negligence when there is danger of entering another track (single line maneuver prohibited).
Distillation (Distillation): Determining the amount of bituminous materials evaporated at specified temperatures and the quantity and quality of the residue.
Fill: In road construction: the section between the natural ground and the road's substructure, allowing placement according to the vertical lines (red lines) of the project.
Dosage: The amount of cement in kilograms included in 1 m3 of mortar or 1 m3 of concrete placed and vibrated.
Ductility: The ability to elongate under tension without breaking.
Ductility Test: The test consists of pulling a standard brick with a cross-section of 1 cm2 made of bitumen and similar materials at a rate of 5 cm per minute in a water bath at 25°C (77°F) until it breaks, to determine the amount of elongation.
Narrow Deep Excavation: An excavation with a base width of 1.00 m (including 1.00 m) or less. (Excluding those defined as Free and Special excavations like a pickaxe, scythe, etc., thrown or removed from below upwards with a wheelbarrow and carrying vehicles) A dig where the bottom is wide and less than 1.00 m (including 1.00 m).
Narrow Trench Excavation: A trench excavation with a width of less than 0.60m.
Percussive Drilling: A drilling method where heavy and sharp-edged clay is repeatedly dropped from a height to fragment the soil into sand or silt-sized particles and water is added to form it into mud.
Darcy's Law: The flow of underground water is subject to this law. (H Darcy studied the flow of water through a sand column through experiments. Darcy performed under water levels with thicknesses determined by the height of the standard temperature of 2.5 m, a diameter of 0.35 m. H. Darcy had a proportionate flow of water passing through the sand column to the length of the water column. You will not find him through experience.)
Iron slag: The material gathered on the surface of melting minerals.
Diorite: The rock type used as a decorative and coating stone, formed by the magma crystallizing deeper inside the earth's crust and resulting in crystallized, polished diabase, rhyolite, basalt, andesite, melaphyre, obsidian, pumice, perlite, tuff, etc.
Bottom Digger: A tool attached to a tractor used in removing buried stones of a certain size.
Natural Lightweight Aggregate: Aggregates formed during their formation by gaining a porous structure, such as tuff, pumice, sponge stone, lava slag, diatomite, etc. Types of unbroken or broken aggregates.
Natural stone: Naturally formed, broken off from rock pieces.
Efflorescence (Efflorescence): See Flowering
Elastic Behavior: In many materials (e.g., steel), the stress-strain relationship is divided into two main parts. Initially, stress and strain are linearly proportional to each other, and when the load is lifted, the material can return to its original shape.
Elastic Deformation: Deformation in the elastic behavior region that can be recovered when the load is lifted.
Elastic Limit: The stress strength where further deformation is not regained.
Elastic Modulus: The ratio of elastic unit deformation against the stress in the elastic behavior region.
Sieve Analysis: An experimental method to determine the distribution ratio of aggregate sizes in aggregate samples, i.e., the amount of aggregate at which size within the sample is contained.
Equivalent Alkalinity: The equivalent of the sum of sodium oxide and potassium oxide in cement, in terms of sodium oxide. This is calculated as follows: Equivalent alkalinity = % Na20 + 0.658 (% K2O)
Effective Length: Effective length is the distance between two load points (zero point moment) of an element.
Effective Moisture Content: The difference between the total water content present in fresh concrete and the water absorbed by aggregates.
Ettringite: 6CaO.Al2O3.3SO3.32H2O C6AS3H32, formed naturally or due to sulfate action. It causes volumetric expansion of concrete.
Shank: Reinforcement placed to take shear stresses in a structural element.
Dry Kiln: All gaps in the aggregate grain are dry.
Elasticity: It is the ability to return to its original shape with the removal of loads. It is a feature based on the magnitude of loading.
Missing Report: This list is prepared towards the end of construction. It identifies tasks that do not comply with the contractor's quantity and quality specifications and must be remedied before the end of the work.
Escalation: A method used due to high inflation preventing the completion of the tender at a fixed unit price. The term is used in the context of escalation price difference.
Obsolete Stage: Traditionally, this stage is the first step in design services. In this stage, the designer determines the requirements of the project, and sketch studies showing the size and structure of the project are done.
House: A house made in a size and shape where only one family can sit.
Staged Construction: Construction or design with the implementation of the section. In this case, each cover or the following stages or pieces are taken into account in a separate project form.
Enamel: Mineral-originated glazed paint
Farin: The word "farine" in French is derived from "un" meaning "flour" and describes the fine condition of raw materials in cement production before entering the rotating oven in Turkey.
Useful Height: The distance from the outermost concrete compression lifter to the center of gravity of the tensile reinforcement.
Useful Height: Useful height is the distance from the center of gravity of the tensile reinforcement to the outermost concrete compression lifter.
Filler: See: filler aggregate
Foyer: A lounge used in a performance or meeting building during intermissions or breaks.
Figure: A pile of material placed neatly and uniformly along the road, ready for laying during the construction of foundation and sub-foundation layers.
Price Analysis: The process of calculating unit costs related to construction. This process determines the quantity and cost of labor, machinery, vehicles, equipment, and materials.
Feasibility: A special cost control method that includes systematic and creative analyses of project or operational functions to ensure desired function, performance, and reliability at the lowest "life cycle" cost.
Frontality: Vertical axis alignment.
Price Differential: The difference between the amounts of work items performed within the application year and the agreed year amounts. This amount is paid in addition to the agreed prices.
Price Differential: The difference between the amounts of work items performed within the application year and the agreed year amounts. This amount is paid in addition to the agreed prices.
Price Differential: The difference between the amounts of work items performed within the application year and the agreed year amounts. This amount is paid in addition to the agreed prices.
Filler: Mineral dust passing through sieve No. 200.
Flexibility: The ability to accommodate changes at the base layer, sub-base layer, and base levels under load in a pavement.
Retarder: See retarder for setting time.
Permeability: See permeability.
Permeability: Permeability can be defined as the penetration of one material into another material from outside. The penetration of water into concrete is an example of permeability. Cement paste has very low permeability while concrete mortar has much higher permeability. Therefore, it can be said that the permeability of concrete mortar is largely dependent on capillary voids. The most effective parameter in the durability of concrete alone is the water-cement ratio. As the S/C ratio increases, the porosity of the cement mortar and hence the permeability of the concrete increase. Additionally, there should be an adequate amount of cement paste. Concrete with high permeability is much easier for harmful liquids and gases to penetrate. Also, as the S/C ratio of concrete increases, its strength will be low, so it will not be able to resist internal stresses that may occur due to various chemical and physical effects, and it will crack.
Expanded Clay Aggregate: When clay is subjected to heat treatment in a rotating kiln called a rotary kiln at a temperature of 1000 - 1200 °C, expansion occurs due to gases trapped inside the material due to temperature. Thus, a lightweight and hard granular material with a density of 1.4 - 1.8 t/m3 is obtained. Expanded clay aggregate is used in lightweight concrete construction.
Expanded Perlite: Perlite is a volcanic rock containing about 2% - 6% water by weight; it is generally gray or dark gray in color. Approximately 75% of perlite's chemical structure consists of silica (SiO2) and about 15% consists of alumina (Al2O3). When perlite is heated between 850 - 1100 °C, its volume increases by 5 - 25 times due to the water it contains and the effect of temperature, transforming it from an initial volcanic rock.
Recycled Aggregate: Aggregate obtained by processing inorganic materials previously used in constructions.
Loose Bulk Density: Unit weight obtained by freely filling aggregate measure from above.
Stress: Two concepts used to describe the behavior of an element under load.
Brittleness: The property of making very little deformation before fracture.
Relaxation: Relaxation is the decrease in stress under conditions where deformation is constant.
General Specification Annex: Additions and/or changes made to the general specifications, which are part of the tender and/or contract documents.
Reward Fee: This fee is a certain (fixed) amount and includes all direct and indirect expenses incurred for the realization of the work, including general expenditures and actual profits.
Plumb Line: The formation of 90-degree right angles in the Pythagorean theorem.
Dimensions: The height from the sidewalk on which the building takes dimensions to the roof slabs.
Temporary Acceptance: The date on which a construction, even if it is not completely finished, is considered to have reached the level desired by the owner and is desired to be used accordingly, as documented by the designer or project manager or both.
Temporary Security: A statement by an insurance company to the owner that it will pay the amount of security to the owner if the contractor does not fulfill the contract commitment to perform the work described in the tender document with the bid price.
Gradation (Particle Size Distribution): The weight ratio of various sizes of particles in aggregates and fillers.
Gas Concrete Slag: A white-colored, porous material obtained by passing gas concrete through a convector; the particle size is between 3-30 mm, dry unit weight is 400 kg/m3, and average moist weight is 500 kg/m3.
Light Aggregate: Mineral-based aggregate with unit bulk density determined according to EN 1097-6 equal to or less than 2000 kg/m3 or unit bulk density determined according to EN 1097-3 equal to or less than 1200 kg/m3 (mass (void)).
Lightweight Concrete: Concrete with a unit bulk density (density) in a dry condition greater than 800 kg/m3 and less than 2000 kg/m3. Lightweight concrete is manufactured with some or all of the aggregates used in concrete as lightweight aggregates. Low-density concrete obtained by using lightweight aggregates in concrete making or by adding substances such as aluminum powder to create air bubbles within concrete. Although the strength of lightweight concretes is low, their heat insulation property is high. The thermal conductivity coefficient of concrete with a density of 1440 kg/m3 is approximately 0.3 W/m °C.
Mortar: A building material obtained by mixing binder such as cement, lime, gypsum, or a combination thereof with aggregates whose type and characteristics, class, and granulometry have been determined according to their intended use, in appropriate proportions, with sufficient water and, if necessary, added additives to obtain the desired consistency.
Mortar Cement: "Mortar cement" can be used in concrete where high compressive strength is not required and, as the name suggests, in mortar works (according to TS 22). Since mortar cement contains a very high amount of pozzolanic material, its setting time is longer compared to Portland cement. The strength gain rate of mortar cement is slow.
Moving Load: Loads that will not remain on the structure for a long time throughout their service life.
Harman: The amount of fresh concrete discharged from the mixer in one cycle in the mixer or discharged from the continuous mixer in one minute.
Ready-Mixed Concrete: Concrete prepared by non-user persons or organizations and delivered while fresh. The following are also considered ready-mixed concrete: Concrete prepared outside the construction site by the user. Concrete prepared by individuals or organizations other than the user at the construction site.
Calculation Strength: The material strength used in calculations obtained by dividing the characteristic strengths by the material coefficient.
Calculated Load Effect: The calculated load effect is the load effect to be placed in the appropriate load combination after multiplying the characteristic load effect value by a load coefficient greater than or equal to 1.0 for the purpose of creating a safety factor.
Calculated Load (pd): Load effects of characteristic loads multiplied by load coefficients, which are taken as the basis for the carrying capacity calculation.
hydration: The reaction between hydraulic binder and water, chemical reactions between cement and water are called "hydration".
Hydration Heat: The amount of heat released when cement reacts with water. About half of this heat is released in the first three days, and about 90% is released within the first three months. The hydration heat of Portland cement is higher than that of admixed cements.
Hydration Period: It refers to the period during which cement completes its hydration reaction after mixing with water. During this period, the strength of the concrete is at a low level and continues to develop over time.
Hot Weather: High temperatures, low humidity, and high wind conditions have a significant effect on the hardening of fresh concrete. For this reason, additional precautions should be taken against these conditions in the production and application of concrete.
Sub-Base (Undercoat): A layer that carries the load from the foundation layer evenly and transfers it to the ground. In the construction of motorways, the sub-base is prepared with natural and/or artificial materials that are as resistant as the road foundation materials. The design of the sub-base (undercoat) should be planned by considering the soil conditions and climatic conditions of the area. The work of the sub-base (undercoat) starts with excavation. After the rough grouting process, the excavated area is filled with the right filling material. At the last stage, the prepared surface is well squeezed with a vibrating roller.
Permeable Pavement: The covering material of a pedestrian and/or vehicle traffic area with natural and/or artificial materials that allow water to pass through the gaps in the gaps and are suitable for the location where the loads are transferred to the sub-base, base layer, and ground.
Arbitration: Settlement of a dispute between parties to an agreement or contract.
Instantaneous Flow Rate: The flow rate at which the water is taken.
Granular Material: Aggregates and fillers, processed or naturally obtained, used in the preparation of concrete and mortar and to fill the spaces in the volume structure of the cured compound.
Hisar: Formerly, a small castle with towers and high walls made of stone.
Airport: A large airport that includes necessary commercial and technical facilities for air transportation.
Airless Spraying (Jetting): The process of atomization of paint through a hole with high pressure and force application. Particularly effective when the paint is preheated, allowing solvents to evaporate in its path.
Life: In village and town houses, a closed upper-floor room overlooking a courtyard, with one or several open sides. Known in Ankara as "sergah," in Izmir as "hanay," and by other names like "divanhane" or "tahta boş" in different regions.
Hippodrome: An area where horse races are held, a racecourse.
Historicism: An architectural movement that emphasizes historical data and draws inspiration from history.
Fast Track: A process of dividing a design task into phases so that construction can begin before the entire design is completed. This allows construction and design phases to overlap (partially).
Commissioning: The process of starting up, adjusting, and certifying a facility.
Interim Payment (Progress Payment): The amount due to the contractor or subcontractor for the work and specified supplies performed according to the contract.
Mortar: A building material made by mixing aggregates of specified type, characteristics, class, and gradation with a binder such as cement, lime, gypsum, or a combination thereof, along with sufficient water and, if needed, additional additives, to achieve the desired consistency.
Ditch: From the term "ditch": ditches opened outside the road prism but parallel to and related to the road, used for water intake and drainage, as well as other hydraulic structures.
Excavation: The act or process of digging up earth, digging.
Trench Excavation: A long excavation made on any type of ground, longer than its width.
Grid: A railing or cage formed by spacing metal or wooden bars.
Fine Aggregate: The term given to aggregate where the "D maximum" (sieve) value is less than or equal to 4 mm.
Fineness Modulus: A single number that provides information about the granulometric composition of an aggregate. The fineness modulus is obtained by summing the differences between % ordinates corresponding to each sieve and dividing this sum by 100. As aggregate particles become finer, the fineness modulus decreases; as particles coarsen, the fineness modulus increases.
Inert Mineral Addition: Mineral addition added to concrete as non-pozzolanic filler material.
Coarse Aggregate: The term given to aggregate where the "D maximum" (sieve) value is greater than 4 mm, or where the "d" value is greater than 2 mm.
Statistics: Analysis of information obtained from random events.
Administration: The organization contracting the contract.
Constructability Review: The process of evaluating contract documents for clarity, consistency, construction ease, and completeness to achieve all project goals.
Retaining Wall: A wall built at the edge of a high embankment to hold back the earth, a supporting wall. A wall erected in front of the earth to be pulled. A wall built to protect a road or any structure from external factors.
Interior Design: The art of performing interior finishing and furnishing works of a building.
Sheet Pile: In construction excavations, a system applied to support excavation faces of dry soils that do not emit underground water.
Zoning Status: A document issued by the municipality that shows how a plot of land can be used according to the zoning plan and zoning regulation.
Planned Improvement: The application of planning for land use, structure density and order, roads, and other information to show the cadastral status is called a construction plan.
Constructability: Building without a contract document that is clear, consistent, and complete makes it easy to conclude.
Build: To construct or install.
Construction: 1. Building, building work. 2. Construction: Building construction.
Construction Area: 1. Including basement and roof floors, total possible area of all floors, illuminations. 2. Construction area.
Construction Budget: Usually a total determined in the planning or design phase of a project.
Job: All construction or services to be made with an agreement.
Start Order: The document and/or moment that gives the power to start working on a contract or not the person or organization.
Occupancy Permit: For licensed buildings, it is a document arranged by the Construction Use Permit unit of the municipality's Construction Directorship, showing that it has been completed according to the license and attachments; it shows the information of the license, construction completion date, title registration, address, independent parts of the types, numbers, land shares, square meters, classes, and property owners.
Station: Stopped at any place to meet any need. (train station, gas station).
Assumed Quota: Unchanging assumption of a reference point in the project quota. This quota is indicated by any chosen number, and other quotas are arranged accordingly.
Isolation: See insulation
Construction Management: The professional management process used for timing, cost, and quality control from design to construction in the construction program.
Construction Manager: Person or organization with expertise and opportunities to provide construction management services.
Construction Finance: These costs include construction contract expenses, support and general expenses, and labor, material, and installation expenses.
Work Program: Short: Shows construction time by showing procedures, periods, and process chains.
Inventory: Stockpiling a material to be used in work, which is approved by the administration.
Second Exploration: If it is determined that the quantities of exploration awarded to the job cannot be completed, the necessary quantities for the job to be completed are added to EXPLORATION with the approval of the administration. The total of the new exploration is referred to as the Second Exploration. Exploration can increase more than once. However, the total of the New Exploration is always referred to as II Exploration.
Second Appraisal: If it is determined that the work cannot be completed with the appraisal amounts put out to tender, with the approval of the administration, the necessary amounts for the completion of the work are added to the APPRAISAL. The total of the New Appraisal is referred to as the II. Appraisal. Appraisal increases can be made multiple times. However, the total of the New Appraisal is always referred to as the II. Appraisal.
Construction Works: Manufacturing: Whether in a machine or by hand, whether in a factory or workshop, manufacturing refers to obtaining new products by subjecting materials or the parts constituting the whole to a physical or chemical process.
Job: All construction or services to be carried out under an agreement.
Fine Stone Surface: Stones with visible surfaces, completely, up to 15 cm deep in the bed and side surfaces, formed with straight and sharp lines, with pen and the remaining parts leveled with a trowel or fine comb.
Fine Leveling Layer: (1) A layer formed by excavating more according to the leveling elevation in order to ensure smoothness in rock or rough splitting.
Fine Leveling Surface or Upper Structure Base: It is the top surface of the road substructure where fine leveling has been done.
Coarse Aggregate: Aggregates remaining on the sieve above 4mm.
Permanent Load: Permanent loads are loads that will always remain on the structure during its use (own weight of the structural element, weight of other non-structural permanent elements, etc.).
Vibratory Formwork: Vibrators placed on the formwork. They facilitate the placement of concrete by vibration.
Calcined Fly Ash: It exhibits both pozzolanic and hydraulic properties. It consists of reactive CaO, reactive SiO2, and Al2O3. Loss on ignition is less than 5%. Reactive CaO should not be less than 10%. Reactive SiO2 is above 25%. The 28-day compressive strength should be 10MPa. When wet sieving with a 40-micron sieve, the remaining ash ratio should be between 10-30%. Volume expansion should be less than 10mm. It is abbreviated with the letter W in TS EN 197-1.
Calcination: The alteration of the composition or physical phase by heating under temperature.
Calcite: A mineral consisting of calcium carbonate (CaCO3) and having a specific crystal structure. (chalk, limestone, etc.) Calcite is one of the major raw materials of Portland cement.
Capillary: Mechanism that allows water to move upwards inside a material.
Capillary Water: Water attached to solid surfaces in the voids of concrete through physicochemical bonds. The thickness of this attached water film can extend up to 6 molecular thicknesses or 15Å. The film thickness varies with the relative humidity of the surrounding atmosphere.
Capillary Water: Water greater than 0.05 microns in diameter inside capillary voids in concrete. This water is not attached to the solid phase and can be removed by evaporation.
Characteristic Strength: See characteristic strength of concrete.
Characteristic Load (fk): It is the load effect whose possibility of occurrence is determined to be a certain value throughout the life of the structure, based on statistical data.
Carbonation: Carbonation occurs when carbon dioxide from the atmosphere reacts with free lime in the concrete voids. As lime reacts with carbon dioxide, dissolved lime concentration decreases and the pH of concrete decreases. CO2 + Ca(OH)2 = CaCO3 + H2O
Mixed Aggregate: An aggregate consisting of a mixture of coarse and fine aggregates.
Mixing Carrier: Mixer: Equipment suitable for mixing fresh concrete without disrupting its homogeneity, usually mounted on a truck chassis.
Mixing Water: Water mixed with cement, aggregates, and, if necessary, some additives for mixing these materials and thus producing concrete.
Core (concrete): A sample taken by drilling and extracting from hardened and placed concrete.
Development Length: It is the length that ensures the required strength without slipping out of the reinforcement bar embedded in concrete or causing concrete cracking under tensile force. Also see: Bond
Development Length: The development length is the smallest embedment depth that can provide bond strength equal to the yield strength of the reinforcing bar.
Discontinuous Gradation Curve: A curve that does not contain some medium-sized particles.
Discontinuous Granulometry: It is called granulometry with a horizontal line on the curve.
Clay: Clay is a general term and has not been defined within certain limits based on composition. In terms of cement raw materials, rocks consisting of clay minerals can be defined as clay. The main component of clay minerals is aluminum oxide (AI2O3) and they consist of aluminum silicate hydrates. It is an important raw material for cement production.
Chemical Admixtures: The general name for materials added to concrete immediately before or during mixing to alter the properties of fresh or hardened concrete, apart from cement, aggregate, and water.
Beam: A structural element resistant to bending, which transfers the loads coming from the floor to vertical supports; beams are generally made of wood, steel, reinforced concrete, prestressed concrete.
Crushed Stone: Aggregate obtained by crushing large stones or coarse aggregates in the crusher.
Crushed Rock: Large stones or large gravels crushed in the crusher to obtain coarse aggregate that cannot be used in concrete.
Compositeness: The actual volume occupied by grains in a unit volume. (unit weight / specific gravity)
Corrosion: The rusting of reinforcement (steel) in contact with oxygen in concrete.
Serviceability Limit State: Serviceability limit state is the limit state in which evaluations are made to prevent problems that complicate usage and disturb usage order, such as excessive deformation, excessive cracking, excessive vibration in structural elements.
Service Load: Loads on the structure during its expected service life, excluding wind and earthquake loads.
Sand: Granular material below 4 mm sieve.
Curing: It is the method of controlling the temperature and moisture changes in concrete to advance cement hydration.
Curing Material: An additive material sprinkled on concrete to prevent evaporation of water inside the concrete.
Curing Water: If the water required for hydration evaporates, the reactions between cement and water cannot be fully realized.
Dry Mix: Ready-mixed concrete where water is not added at the plant but is added on site.
Drying Shrinkage: It is the shrinkage of concrete due to drying.
Mass Concrete: Concrete used in large volumes where measures such as low dosage and low hydration temperature are taken to prevent temperature rise and thermal expansion. In this way, the temperature in the rector is also reduced.
Convective Precipitation: Precipitation caused by the rise of hot air inside colder and heavier air. When two different temperature airs come together, there is an electron exchange, and this exchange can cause thunder and lightning. Generally, thunderstorm showers are this type of precipitation.
Shear Diagonal: Diagonal that combines arrows showing the greatest shear stresses in an element under stress. The diagonal where the arrows meet is called the SHEAR DIAGONAL.
Composite Material: It refers to a structure made of two or more materials. (Steel fiber glass, polymers) It consists of adding high-strength materials to the matrix, which is called the binder. It has a higher strength/weight ratio compared to homogeneous materials.
Strong Current: Current used in running machines and lighting.
Shield Wall: An outer wall of a triangle in a hut roof.
Sewer Grating: Canal mouth where rainwater is collected on the streets.
Kanivo: A place where rain falling on the road surface accumulates at the curb and flows along the road.
Crowd: Name given to empty spaces between merts on a front wall or wall pieces.
Kazık Temel (Pile Foundation): Loads are transferred to solid ground deep below through piles driven into the ground, utilizing friction along the sides of the pile or through pile tips. These piles, driven into the ground at regular intervals, are interconnected through tie beams and grids placed at their upper parts.
Caisson (Caisson Foundation): Caisson foundations are applied when there is a need to construct wide and solid foundations due to the solid ground being deep. These foundations are built by constructing an inner cavity on the ground and lowering it to the desired depth using its own weight.
Beam Raft Foundation: When the spaces between walls or columns are large, a beam raft foundation is constructed. Beam raft foundations are built in two ways:
Balustrade: A low wall or railing erected at the edges of places such as bridges, stairs, or balconies where there is a danger of falling.
Balustrade and Handrail: To prevent falling or for safety, a balustrade is constructed using materials like wood, metal rods, reinforced glass, marble, etc., harmonizing with the staircase material towards the stairwell side.
Dome (Cupola): Roof structure giving a dome, hemisphere, or spherical shape; covering formed by the rotation of an arch or vault around its apex point. Domes have been used to cover square, polygonal, or circular plans.
Handrail: A profiled wooden, metal, or plastic part placed on top of balustrades to prevent slipping.
Cadastral Survey (Cadastre): The process of determining the boundaries of immovable properties on the land and map, and identifying their legal status and rights is called cadastre.
Cadastral Island: The island existing at the time of cadastral survey.
Cadastral Parcel: The plot of land registered in ownership within cadastral islands when cadastral survey is conducted.
Castle: An extensive structure with high and thick walls, towers, turrets, and embrasures, built in ancient times for people and soldiers to retreat into and resist the enemy; all of the walls of a castle.
Expropriation (Compulsory Purchase): The process where the state or other public legal entities seize all or part of privately owned immovable properties when required by public interest, provided that their compensation is paid in advance.
Comparative Estimation: An analysis that compares costs and risks mutually for the replacement of a design component with an alternative. This analysis is done in terms of both monetary and functional values.
Condominium Ownership: A right of condominium is established based on the ownership share of the landowner or shareholders, to be the basis for condominium ownership, which is made or will be made on a plot of land.
Arch: A structural piece made of wood, metal, or masonry, arched between two columns or supports to cover the top of a span, with its ends resting on these columns or supports.
Urban Planning: Physical planning carried out at the municipal level. Urban planning, urban science.
Crusher: A machine that reduces large stones into small pieces required.
Supervising Officer: Engineers and architects appointed by the administration to ensure that the tasks entrusted to them are carried out in accordance with the contract, attachments, specifications, and technical rules, and completed well and on time, and responsible for the results.
Chief Inspector: Assistant to the supervising officer.
Residence: A place where one or more persons reside, a house, dwelling.
Critical Path Method (CPM): A management tool (technique) that gathers all valid information about a project's planning and control into a single plan, showing the sequences and durations of actions required for its completion.
Lime Mortar: Mortar made of lime as binder and fine or gritty sand.
Counterfeit Balcony: A compartment built under the ground floor of buildings to provide natural light and ventilation. Attached to the building facade but functioning separately, giving the impression that there is a balcony right in front of your window that you can't step out of.
Remaining Cost Projection: The expected cost from a certain point in time to the end of a project. This cost is the difference between the total cost planned and the actual cost incurred up to that day.
Expropriation Area: The land expropriated for road construction and safety, including road surface, ditches, slopes, art structures, bridge, expropriated places, material quarries, and other parts.
Certificate: The name given to the qualification document for participation in the tender. Prepared by legal entities for submission to the tender commission and is valid only for the work for which it is given.
Definitive Guarantee: A statement in the contract that if the obligations in the contract are not fulfilled, an insurer will pay the amount in the guarantee to the insured property owner or contractor.
Definitive Guarantee Policy: A policy that states that the insurer will pay the amount on the policy to the insured (property owner or contractor) if the first (main) contractor does not pay or bankrupts, covering temporary and final guarantees, daily and material payment guarantees.
Control Engineer: Engineer or control organization authorized to represent management in the field and responsible for checking whether the workmanship and materials used meet the required quality specified in the project and specifications.
Estimate: The total amount calculated in a year's prices for the whole project, which is thought to be carried out by the administration before the tender stage.
Estimate Cost: The total amount calculated for the entire work or part of it, according to the prices of the year the estimate was made.
Rough Hewn Stone: Rectangular or multi-sided, smooth-shaped stones that have been processed with a chisel or scraper, with a thickness of at least 15 cm, with their beds and lateral surfaces corrected, are rough-hewn stones.
Black Architrave: A 8x28 cm section of wood used in joinery.
Sawmill: A log cutting/stone cutting machine with more than one saw.
Dressed Stone: Stones prepared by sculpting and preparing all surfaces in accordance with the approved project and details, especially for aesthetic and architectural considerations. The edges surrounding the visible surfaces of these stones will be made of very smooth straight lines.
Crane: Machines that allow the transport of the load vertically and horizontally. There are fixed, movable, tower-shaped, and cable cranes.
Sandy-Lime Plaster: Plaster with lime-alabaster and binder of fine or artificial light fine aggregate.
Expropriation Area: The area expropriated for road construction and safety, including road surface, ditches, slopes, art structures, bridges, expropriated places, material quarries, and other parts.
Pavement: In roads: the uppermost layer used in the construction of lanes reserved for the passage of motor vehicles and, in special cases, other vehicles and pedestrians. (Such as asphalt, concrete, pavement, etc.)
Tarred Gravel: Gravel that has been covered with a thin bituminous coating film to be applied as the final material on top of a wearing layer.
Red Level: In rough roads, the highest elevation of the finished road is the pavement top level.
Bridge: A structure built to pass over obstacles such as rivers, other roads, railways, and similar obstacles, and not beneath them; structures for which the angle between the supports MESNET axes is greater than 10 meters along the bridge axis. (In arch bridges, the clear span is based on the lowest level of the superstructure's skew free span.)
Bridge Substructure: The parts of the bridge's upper structure under the upper structure are the legs and foundations.
Bridge Elements: Some terms used in bridge works are shown in the attached figure 2, indicating what they mean.
Bridge Superstructure: The part of the bridge that remains above the legs of the bridge.
Cure: The evaporation of gasoline or kerosene or diesel. Liquid petroleum asphalt cannot be completely cured during construction, and the curing continues for some time after construction. This period can last for several years for SC type liquid petroleum asphalts.
Limestone: Rocks with a composition containing up to 90% calcium carbonate are called limestone or very pure limestone. Generally, they consist of lime mud, particles of shell fragments, or mineral calcite.
Brick: A building material made from clay, hardened by firing at high temperatures, and shaped in various forms according to the desired use.
Scaffold: It is the construction that was built by temporary iron, wood, and bamboo, allowing all tasks, such as masonry, plastering, brick, tile, etc., to be performed at height.
Rock Transport: It is the transportation of rock materials from the quarries to the construction site or stockpiling areas. The area of origin is covered, and some of the products are made on the road according to the client's preference and delivery methods.
Black-Iron: Material in contact with two fixed bridges placed on roadways.
Construction Permits: Official documents issued by the competent authorities that are legally required for construction, the demolition of structures, or major changes in structures.
Construction Cost: The cost of materials, labor, and machines used to build construction projects.
Construction Time: That is, the construction time of the time schedule until the delivery of the contract work and the completion of the work are specified by the date.
Construction Excavation: During the construction, due to the construction, buildings, floors, roads, and the digging of the construction and all of the pit, trench, excavation, shall be done.
Estimation Cost: The cost calculated in the project for the total quantity and price before the work is carried out.
Staircase: The stairs or rows used to move to a place that is below or above the horizontal plane of the building, such as a floor or balcony.
Steel Bridges: Superstructures made of steel that are placed in place and supported by reinforced concrete. If necessary, the elements used to adjust the elasticity, strength, and elongation are used.
Steel Beam: A beam made of steel.
Steel Plate: Steel with a thickness of 0.2 mm, which is much larger than the width of the metal cut from the mills and other sources, and hot rolled to various products.
Blower: A steam locomotive with steam and coal for it.
Steel Flooring: Grid flooring. It is used in situations where there is a need for a light source, and the typical applied structure is enough for a large walkway opening.
Steel Propeller: 1. A frame is used to support the beam from a single point or a single beam. 2. Propeller works. It has three main parts, that is, a moving element that rotates a shaft, the shaft, and a fixed element that fastened the rotation shaft to the body of the underwater hand.
Steel Rods: Reinforcing steel used for reinforcement in construction, use construction for reinforcement.
Reinforcement Steel: A profile of hot or cold-rolled steel reinforced with channels, angles, but the increased amount of bolts.
Reinforcement Steel Section: A cross-section of the current sections are section and rectangular, solid, and has a six-month to the soft-beamed sections, whether the cut according to the length of the price, the cut to fill it, and others, all through a reinforcing-steel not only the price of different forms, used to be obtained from the price.
Reinforcement Drawings: Arrangement, cutting length, etc., drawn up for the replacement of the assembly and repair of the structure, the use of the steel rods of the request must be different, construction of the result of the existing can be achieved.
Reinforcement Metal: They are on this moment of the current relative; each variety of reinforcement, made use of the few obtain the necessary must be durable the structure of the young, new value to be created.
Reinforcement Mesh: Grille
Reinforcement Metal Lattice: Grille, you used to like the area, on the web.
Reinforcement Mesh In Metal: Every Mesh
Reinforcement Metal Lattice Fence: The most common, is an essential part of the road, the reinforcement of the concrete floor, for the support of the construction.
Retaining Wall: It is a solid wall, a construction, construction, surface, and the ground.
Drill Bit: drill bit in front of a size with 200 and 200 you are by the test of the process.
Drilling Machine: drilling machine in order for a certain operation, and he holds the procedure, the machine's functioning.
Drill: It's been used to construct the same will apply.
Drilling: That in order for all of us are working.
Drilling Equipments: Just; you're to be a to the party the last time this is a participant of the region, and that's been taken out by drilling.
Drill Equipments: General use is taken, from the location, time, you, and a variety of other data, and the mode of operation. The use of the last of the tools for the drilling equipment from the airport.
Drill Equipment: By.
Rock Drilling: Well a rock for rock.
Rock Drilling Equipment: one of the types of rock, rock, to remove, within this part, the minimum was this for only one more.
Rock Drilling Rig: One of the drills to our list to receive
Concrete: In concrete, a material of rock, crushed a fine and crushed rock or rounded, are mixed.
Ready-Mix Concrete: an exposure.
Ready-Mix Concrete Station: the need.
Concrete Aggregate: a request to the course to the course material.
Aggregate Concrete: concrete and everything is well.
Aggregate Concrete Station: active the required stock with the inventory you are.
Stabilized Aggregate: a and to and construction with the required dimension the the.
Aggregate: the
Concrete Work: the construction work.
Concrete Coverage: the coating material.
Concrete Work Quantity: the quantities that make the construction of the work.
Concrete Work: concrete work, such as work.
Concrete Mixing Machine: It's used to mix concrete for mixing concrete, where is the main part.
Concrete Mixer: to a concrete mixer.
Concrete Mixer Machine: concrete mixer or is a type of concrete machine.
Concrete Block: a building block of solid for the building material for the building.
Concrete Saw: to be cutting in concrete.
Concrete Trowel: his mother, and the force of things, to put the fire to extinguish the firefight.
Excavation: Excavation work, excavation.
Classification: Division of excavation works into sections according to ground types and determination of their percentages in terms of quantity.
Scattering Excavation: Excavation of any type of rock fragments ranging from 0.100 to 0.400 m3 in size, such as consolidated compact clay, thin-layered flints, very fissured schists, and grovaks, is called "SCATTERING EXCAVATION".
Scattering Soils: Scattering soils are divided into two:
Quartz: Billowy siliceous types of sharp sand used in sandblasting and abrasives.
Le Chatelier Apparatus: The apparatus has a cylindrical ring with a thickness of 0.5 mm, an inner diameter of 30 mm, and a height of 30 mm. There is a slit along the axis of the cylindrical ring. Two rods, 150 mm in length, are soldered to each side of the slit and in the middle of the cylinder. Before starting the experiment, the edges of the slit on the cylindrical ring should be touching each other. When filling the cylindrical ring with cement paste, the rods should be tied with a string near the solder to prevent the gap from opening. It is left in water for one day and boiled in water for 4 hours. The degree of opening is measured.
Fibrous Concrete: Fibrous concrete applications are primarily used to prevent crack propagation, increase ductility and toughness. Fibrous concretes are generally used in places where crack propagation is not desired and where high energy absorption capacity is required. Examples include bridges, concrete roads, airports, industrial floors, and rock slope stabilization.
Linear Expansion Coefficient: It indicates how much extension or contraction will occur with a one-unit size change in temperature; shown in the metric system as cm/cm/°C.
Los Angeles Abrasion Resistance: The device used in this test consists of a steel cylinder with closed ends, 710 mm in diameter and 508 mm in length, which can rotate around its axis. Inside the cylinder, there are certain weights and numbers of steel balls. Depending on the particle size class, the amount of aggregate shown in the relevant table is placed inside the cylinder drum, and the drum is started to rotate. During the test, the particles are crushed and fragmented by the impact of the steel balls. The device is set to stop automatically after 100 and 500 revolutions. After these revolutions, the sample taken from the cylinder is sieved through a 1.6 mm square sieve, and the percentage passing through is determined. This value indicates the percentage loss after the test.
Lento: Elements covering the tops of lintels. Lintels form the upper part of wall cavities. They are made of stone, iron profile, or reinforced concrete. They are placed horizontally at the top gap of windows.
Limonluk: Projection made on the upper and front part of the step on the stairwell side is called limonluk.
Levye: A steel rod used to move a heavy load from its place.
Loader: Machines used as excavation and loader.
Liquid: Long-lasting liquid materials that, when dried, turn into a very elastic, impermeable, strong coating; used to prevent concrete surfaces from being affected by ground moisture. It extends the life of your building and improves construction quality.
Lava Slag: Material obtained from lavas emitted by volcanoes, texture, fine-porous, angular material. (Unit weight 600-900 kg/m3)
Linvit Slag: Material that can be used without any problem, proven by tests. (Unit weight 600-900 kg/m3)
Maximum Aggregate Particle Size: The "maximum aggregate particle size" is the size equal to the size of the standard square-holed sieve through which all particles in the aggregate sample can pass.
Architectural Concrete: Concretes used aesthetically such as exposed concrete surfaces, stamped concrete.
Meteorology: Science that studies atmospheric phenomena.
Articulation: Joint, articulation.
Mahya: The line where the two inclined surfaces of the roof meet at an angle greater than 180 degrees.
Mahya Raft: Strut placed on the raft in the sloping or saddle roofs.
Mahya Tile: Special shaped tile used to cover the ridge.
Mushroom-shaped raft foundation: It is made to transfer column loads to a wider area by spreading them over a larger area.
Stair Arm: The longitudinal arm of the stairs consisting of at least three steps in the same direction.
Stair Bucket: Refers to the space between two stair arms passing side by side in the plan.
Stair Height: The height to be climbed.
Material: Necessary
Minha: Subtracting the calculated amount from the amount calculated for a job to be done.
Moment: Force x moment arm. The product of the force turning around the axis of a body and its distance to the axis.
Contractor: A person, whether individual or legal entity, who undertakes in the terms of the contract to perform the work, provide the necessary materials, labor, machinery, tools, etc., and complete the work.
Material Price Difference: Basic rates are determined as of January 1. Increases and decreases in quantities of all kinds of materials used in the work during the year are applied in addition to unit prices. It does not cover labor.
Measurement: It is a table in which the quantities calculated for the work done within the scope of the tender are divided into work items (positions).
Material Price Difference: Basic rates are determined as of January 1. Increases and decreases in quantities of all kinds of materials used in the work during the year are applied in addition to unit prices. It does not cover labor.
Measurement: It is a table in which the quantities calculated for the work done within the scope of the tender are divided into work items (positions).
Material Price Difference: Basic rates are determined as of January 1. Increases and decreases in quantities of all kinds of materials used in the work during the year are applied in addition to unit prices. It does not cover labor.
Measurement: It is a table in which the quantities calculated for the work done within the scope of the tender are divided into work items (positions).
Material: Necessary
Rubble Stone: Rubble stones are irregular stones that are removed from excavation and are used as they are or, if necessary, they are manually manipulated by two people.
Manhole: Structures built for the purposes specified in bridge terminology; structures that remain under the bridge; structures that remain under the bridge, regardless of their size and 10 meters.
Fragility Effect: The behavior that results in the secondary storey moment due to deformation, requiring consideration in the design or analysis of the column.
Ribbed Steel: Form of reinforcement to increase the adhesion between concrete and reinforcement.
Ribbed Slabs: Ribbed slabs [(As the spans of the floors widen, the thickness of the plates will also increase, so it is necessary to build ribbed slabs with beams at least 70 cm apart. This type of slabs is called ribbed slabs. In ribbed slabs, the free span is at most 70 cm, the tooth width is at least 10 cm, and the plate thickness should be larger than 7 cm in earthquake zones.) (The significant lightness resulting from leaving the gaps between the teeth is superior to the static of these slabs. Filling blocks have no static effect.]
Clear Concrete Cover: The clear concrete cover is the distance between the outer surface of the outer reinforcement and the outer concrete fiber.
Normal Weight Concrete: The unit volume (density) in the dry state is greater than 2000 kg/m3 and less than 2600 kg/m3.
Normal Aggregate: Aggregate with a dry sieve grain size of 16 mm and up to 80 mm.
Verticality: It is the property of being vertical, in other words, the opposite of the horizontal direction. In practice, the accuracy of the vertical surface of the building should not exceed 10 mm.
Cantilever Stairs: Stairs that stand out from the wall and have the entrance on one side are called cantilever stairs. Can be made of wood or reinforced concrete.
Pipe: Iron or PVC pipes used to drain rain and wastewater from the building.
Pile: Piles used for soil stability in soft and loose soil.
Piling: It is the activity of constructing pile foundations.
Pair: Two columns, two pairs, two piers, two feet, and two shoulders.
Possibility: The project is defined in detail with a logic. (Software) The data that will be implemented for the work will be assessed after making the necessary controls. For your first project.
Shear Wall: It is a concrete wall that resists a part of the shear force of a building. These walls are often used in skyscrapers.
Underpinning: Works that reinforce the existing structure and fill it with concrete or loose concrete for this purpose.
1st Floor Door Frame: The part of the door frame that is combined with the first door, that is, the first door profile, is prepared by fixing the screw and plastering.
1st Floor Level: Geometric, floor height, bottom, first floor.
Geometric: When it is assumed that a building is vertical, it is perpendicular to the axis of the structure.
Height: Length
Autoclaved aerated concrete: Especially used in the precast industry due to its high heat resistance. It is made with Portland cement, sand or silica material, gypsum, limestone, and finely crushed aluminum in water. The initial mix is a mortar consisting of Portland cement, sand, limestone, and gypsum. Finely crushed aluminum is added and placed into molds. The finely crushed aluminum reacts with cement and limestone, releasing hydrogen gas. They expand homogeneously to five times their volume. They are then cut into desired shapes. The cut materials are subjected to high heat and compressed steam, with the final volume consisting of 80% air bubbles.
Orographic precipitation: Moist air masses rise, cool, and cause precipitation while avoiding a mountain range. It is typically observed in narrow and steep valleys. Water evaporates from the river inside the valley, rises, and cools the air.
Gutter stone: A water drainage system typically made with white cement or normal cement-based steam-cured elements, usually in (3x10xfree size) cm dimensions. It has an open top water channel.
Oxidized asphalts: Produced by blowing air into asphalt cement or asphaltic oils. This increases the softening point compared to normal asphalts.
Prestressed concrete: After tensioning steel tendons, concrete is poured to hold the concrete under compression, reducing tensile stresses and allowing for large spans to be crossed.
Specific gravity: The weight of a unit volume without voids.
Special thin section stone: Stones prepared according to the dimensions of the visible surfaces of each stone and the orientation shape based on the principles of fine section stone as required by projects.
Special coarse section stone: Stones prepared according to the dimensions of the visible surfaces of each stone and the orientation shape based on the principles of coarse section stone as required by projects.
Rebate: You can see the rebate in the picture. Iron reinforcements are placed on top of the molding of the flooring formwork to keep the irons inside the concrete.
Curtain wall: The main vertical structural element in buildings, which is more than 7 times longer than its width.
Baked schist: Baked schist is a pozzolanic material of a pozzolanic nature produced from oil shale in a special furnace at approximately 800°C. Due to its composition and production process, it primarily contains clinker phases such as dicalcium silicate and monocalsium aluminate. The 28-day compressive strength should be at least 25MPa. According to EN 196-3, expansion should be less than 10mm.
Plastic shrinkage cracks: Cracks in concrete caused by permanent cooling of the concrete due to water loss, leading to loss of tensile strength.
Polymer Portland cement: Polymer Portland cement concretes are divided into two groups: (a) Latex Modified Concretes (LMB) and (b) Polymer Impregnated Concretes (PEB).
Porosity: Excess water used for cement hydration remains in voids within the concrete mass and can significantly affect concrete durability.
Portland cement: Hydraulic binders obtained by grinding a certain amount of gypsum (CaSO4, 2H2O) with Portland cement clinker.
Initial setting time: The time elapsed from the preparation of the cement paste by adding water until the moment when the paste loses its fluidity and plasticity. This period is determined by a special test with a Vicat apparatus. The time is measured between the moment when the Vicat needle reaches 3 mm-5 mm distance from the glass plate.
Final setting time: The time required for the cement paste prepared under standard conditions to reach a certain degree of rigidity.
Setting time retarder additives: Used to extend the setting and finishing times of concrete, reducing the amount of mixing water in the mixture.
Setting time accelerator additives: Used to shorten the time for processes such as finalization, formwork removal, and achieving early high strength in concrete.
Pozzolan: Pozzolanic materials are non-hydraulic binders themselves, but when finely ground and reacted with calcium hydroxide in a moist environment, they form components with binding properties. Volcanic ashes, various volcanic ashes, and tuffs are natural pozzolans. Silica fume can be considered as artificial pozzolans. The use of pozzolanic materials in concrete is primarily based on the formation of components that react with calcium hydroxide produced in significant quantities during the hydration of cement, and which show more binding properties. These compounds are similar to those formed in the hardening of hydraulic materials. The reactive silicon oxide ratio should be no less than 25%.
Plasticity: Plasticity is a property unique to materials that do not return to their original shape.
Curtain wall: The main vertical structural element in buildings, which is more than 7 times longer than its width.
Paternoster: Continuous elevator systems are called "Paternoster". These types of elevators have low operating and maintenance costs and are used in business and trade centers where frequent up and down movements are required.
Platform: The surface between the outer boundaries of the road shoulder.
Sheet: 1. A separate piece that makes up a large map, plan, or model. 2. A tool that cuts threads into metal bars and tubes, a groove. 3. Metal discs or large-headed nails attached to harnesses or other places for decoration. 4. A large spot, stain.
Sheet: The map of land that has been measured according to technical methods and reduced to a certain proportion and drawn on a background. Sheet originals cannot be taken out of the department without the permission of the General Directorate. However, they can be redrawn when necessary.
Parcel: A piece of land whose boundaries are delineated by maps. If this map is a cadastre map, it is called a cadastral parcel, and if it is a zoning map, it is called a zoning parcel.
Parcelation: The process of dividing real estate properties to create development parcels, which include land for public services such as roads, squares, green areas, parks, parking lots, etc.
Setting time retarder: Admixtures that extend the setting and final time of concrete. A mixture of water-reducing: admixture that allows less concrete water to be used.
Project: Approved or prepared plans, cross-sections, and sections. Example sections and other detail drawings, etc., as well as their costs and new prices for units.
Item (Work item): Technical, special, and unit price tariffs containing construction conditions and agreements showing the cost or subsequently made.
Perlite: A lightweight material formed from the solidification of lava erupting from volcanoes.
Penetration: The consistency of bituminous materials, expressed as the depth in which a specified load penetrates a sample under certain temperature conditions over a specified time period.
Platform: The surface between the boundary limits of a road.
Plentmix: Mixing process at the plant (site).
Refractory Concrete: Concrete resistant to high temperatures with low thermal conductivity. It is made using calcium aluminate cements and refractory aggregates.
Rheology: Although determining the workability of concrete through tests like slump is very practical, it does not provide precise results. The essential test is subjecting the concrete to a two-point workability test. This determines at which force a propeller placed inside the concrete starts to rotate and the forces it consumes during rotation.
Röpriz: After a pause in the concrete pouring process, the areas where concrete is resumed when the previously poured part has begun to solidify or completely solidified are called joints or röpriz. These joints are the weak parts of concrete. Therefore, jointing should be arranged vertically in the direction of compressive stresses.
Shrinkage: In concrete, deformations can occur depending on environmental humidity and temperature even without any load applied. The evaporation of the water contained in fresh concrete due to environmental humidity leads to shrinkage, known as concrete shrinkage. In massive concrete pours (e.g., mass concrete in dams), thermal shrinkage can occur due to cooling of the surface while the interior remains hot. Shrinkage is critical for concrete. When prevented, tensile stresses are created. Considering the low tensile strength of concrete, these tensile stresses cause cracks to form.
Raft Foundation (Raft General): These foundations, also known as raft foundations, are applied in filled soils or where the safety stresses are very low, and in cases where the foundation walls and columns are very close to each other. Here, the building is placed on a slab that completely covers the ground and works in reverse.
Rıht: The vertical surface between two steps is called rıht.
Rigid Foundation: Applied in foundations with a considerable depth to accommodate elastic swellings and differential settlements in the soil, and to withstand lateral soil pressures on foundation walls. A reinforced concrete rigid foundation consists of a slab, curtain wall, columns, and beams.
Roll Asphalt: A relatively hard mixture of bitumen and aggregate with very few voids, with gradations and ratios set to allow laying and compacting the mixture when hot.
Survey: Drawing of the works carried out in accordance with their original.
Relief (Embossing): A work formed by shaping workable materials such as clay, plaster, or stone into low-height surfaces, relief.
Standard: Material, labor, machine prices, coefficients, and base prices that administrations must comply with in their work and tenders, which are valid within the relevant year published by the Ministry of Public Works. (For example: Determines the labor cost to be used for manual excavation.)
Roll Asphalt: A relatively hard mixture of bitumen and aggregate with very few voids, with gradations and ratios set to allow laying and compacting the mixture when hot.
Rodmix: Mixing process on the road.
Roll Asphalt: A relatively hard mixture of bitumen and aggregate with very few voids, with gradations and ratios set to allow laying and compacting the mixture when hot.
Schmidt Hammer: One of the non-destructive testing methods for hardened concrete. It is a method of determining strength based on surface hardness. It does not provide accurate results in aged concrete due to carbonation hardening. Calibration needs to be done at regular intervals. After reading the Schmidt hammer on a core sample taken from aged concrete, correlations should be made on other elements of the building.
Free Lime: Free lime is the lime that remains free when silicate, aluminate and iron oxide, which are among the silicate, are not bound while forming clinker.
Semerkand: It was decided to make a new constitution after the announcement of the Ottoman Parliament and the old parliament in August 23, 1908, and the statement of the Minister of Justice. There is no legal provision in this meeting. On August 25, a meeting was held to decide the best way to organize the meeting.
Hard Soil Excavation: Clay, sandy clay, gravelly clay, and stony soils that can be excavated with a flat and occasionally pointed tip shovel.
Hard soil grounds: Soils such as clay, sandy clay, loamy clay, clayey sand, stony soils that can be excavated with a flat and occasionally pointed tip shovel.
Shallow trench excavation: Excavation of trenches up to a depth of 1.25 meters.
Silt: Granular material obtained from the fragmentation of rocks. Materials smaller than 75 microns.
Site-Mixed Concrete: Concrete prepared on-site by the user, solely for their own use.
Specifications (Contract Documents): Directives for the execution and materials of the work. Methods, qualities, quantities, and other conditions are specified in the scientific, general, special, and additional specifications. Generally, specifications that include new specification items or changes made in scientific specifications are called "Additional Specifications". Specifications prepared according to the specific nature of each job, including detailed changes not found in the scientific specifications and conditions for the execution of the work, which are not found in the scientific specifications. These are called "Special Scientific Specifications".
Site Manager: The person authorized by the contractor to carry out the technical and administrative aspects of the work on behalf of the contractor, who is present on the construction site throughout the work period and who is authorized to represent the contractor and who is responsible and liable to carry out the responsibilities and responsibilities of the Engineer and Architect Chambers Law.
Specifications (Contract Documents): Directives for the execution and materials of the work. Methods, qualities, quantities, and other conditions are specified in the scientific, general, special, and additional specifications. Generally, specifications that include new specification items or changes made in scientific specifications are called "Additional Specifications". Specifications prepared according to the specific nature of each job, including detailed changes not found in the scientific specifications and conditions for the execution of the work, which are not found in the scientific specifications. These are called "Special Scientific Specifications".
Slope Ratio: The cotangent value of the angle made by inclined surfaces with the horizontal.
Neutral Axis: It is the axis in elements subjected to bending where the unit elongation ratio is equal to zero.
Prescribed Concrete: Concrete where the component materials and mixing ratios are specified to the manufacturer and the manufacturer is responsible for providing concrete with these mixing ratios.
Designed Concrete: Concrete where the required characteristics and additional characteristics are specified to the manufacturer and the manufacturer is responsible for providing concrete with these characteristics and additional characteristics.
Ultimate Limit State: The ultimate limit state is the limit state where the carrying capacities of structural elements are evaluated for structural safety when they lose their carrying characteristics and collapse under the loads.
Fresh Concrete: The state of concrete after the mixing process of all raw materials has been completed and is in a compactable state according to the selected method.
Bagged Cement: Cement packaged as 50kg +/-2%.
Transmixer: A concrete mixer mounted on a truck chassis that mixes concrete homogeneously and is suitable for delivery (discharge).
Pozzolan Aggregate: Natural mixed aggregate used as is without being classified into size grades.
TSE Turkish Standards Institution: It is a public institution managed according to special legal provisions established to prepare standards for all kinds of materials, products, and service standards.
Tangent Modulus: The slope of the diagram at points above the proportional limit is called the tangent modulus (Et).
Individual (Foot or Isolated) Foundation: Also called individual or foot foundations, these foundations are applied in cases where the foundation soil is moderately hard and the building weight is relatively low. Individual foundations are placed on the ground with sills, generally square or rectangular, rarely circular or polygonal.
Foundation: Structural elements that transfer all the loads imposed on them by the structure's own weight to the ground.
Types of Foundations: 1. SURFACE FOUNDATIONS
Radial Raft Foundation: If the pressure from the ground is high or the building load is high, the foundation is arranged in a radial vault shape.
Curbing: A pedestrian sidewalk constructed around the building to protect it from water, approximately 1 meter wide.
Land Registry: A formal document issued by the Land Registry Office showing the owner of a specific piece of land or an independent unit built on it, valid until proven otherwise. This document is also called a title deed. A title deed is also prepared for permanent and independent rights. Derived from the Turkish word "tapuk" meaning "trust".
Land Map: A map drawn to scale that shows the geometric shapes of parcels. It is also called cadastral map. Planning, expropriation maps also gain the status of land maps when registered with the Land Registry.
Isolation: See: insulation.
Technician: A technical personnel graduated from the school that gives this title and who is next to architects and engineers in the ranking and acts as their assistant in construction.
Foundation Bed: The natural ground on which the foundation rests is called the foundation bed.
Leveling: The process of leveling, smoothing, and adjusting to the desired volume. Leveling of concrete: Mastering in concrete.
Subcontractor: Private or legal entities that undertake to carry out a part of the work, given by the Administration or approved by the contractor through a contract. The subcontractor, who is bound by contract to the contractor, has no official status or authority towards the Administration.
Reinforcement Layer: The thin leveling layer can also be called by this name.
Base Layer: The layer that connects the wearing course with the fine leveling surface or the lower base layer, providing load distribution and smoothness, carrying the loads to the lower base layer or substructure.
Earthworks: Excavation, filling, etc. earthworks carried out in soils such as any kind and class of soil, marsh soil, rock, etc.
Natural Ground: It is the current state of the excavation and unlevelled soil of the area.
Earth Excavation: Excavation of soils other than hard and rocky soils is EARTH EXCAVATION.
Earthen Floors: Earthen floors are divided into two:
Trass: Trass is a natural pozzolan consisting of active volcanic tuff. The chemical composition of trass must be more than 70% SiO2 + % Al2O3 + % Fe2O3. Trass is a volcanic tuff containing silica and alumina. While it does not exhibit binding properties on its own, when finely ground and mixed with calcium hydroxide in a wet environment, it exhibits binding properties.
Feasibility Torsion: Feasibility torsion is the torsion that does not need to be considered to ensure the balance in the load-bearing system at the limit state of transport capacity.
Application Year: The year in which the works are carried out.
Unit Prices of Application Year: The cost related to the application year.
Top-Raft Foundation: Beams are placed on top of the raft foundation. However, when a flat basement floor is desired; beam intervals are filled with perlite or similar, and a flat floor is made on top.
Superstructure: See: Road Superstructure Bridge Superstructure
Top-Raft Foundation: Beams are placed on top of the raft foundation. However, when a flat basement floor is desired; beam intervals are filled with perlite or similar, and a flat floor is made on top.
Vacuum Concrete: Vacuum concrete is obtained by removing a part of the mixing water from the concrete surface immediately after the placement with vacuum panels placed on the concrete surface and an appropriate vacuum pump. With vacuum application, approximately 1/3 of the water in the area 15-30 cm deep from the surface can be removed. However, common practice is to vacuum approximately 20% of the mixing water from the area up to 15 cm deep. Vacuum concretes provide higher strengths and durability because the reduction in water-cement ratio due to the removal of some water results. This application yields positive results in concrete with large surface area and not very thick.
And Be (in concrete): The flow rate of concrete applied to dry consistency concrete.
Vibration: A tool that allows trapped air inside the concrete to be expelled by giving energy to the concrete, such as immersion, surface, or mold vibrator.
Vicat: Used in the setting time of cement.
Viscosity: The property of causing resistance against motion due to internal friction of a fluid, and its numerical value determined according to an accepted method.
Viscosity Test: A test determining the flow properties of asphalts within the temperature limits they are heated during application. The viscosity or consistency of asphalt cements is measured either by the Saybolt Furol viscosity test or the kinematic viscosity test.
Wheatstone Bridge: When there is a deformation on the surface under the effect of the load, the wire grid stretches or shortens with the surface. This change in length causes a change in the electrical resistance of the gauge. An electrical bridge connected to the ends of the gauge converts the change in electrical resistance into a change in length. This type of bridge used for this purpose is called a Wheatstone Bridge.
- False Joint: These are joints left in field concretes (see: field concrete). It ensures that concrete cracks are concentrated at certain points and filled with joint filler here. In field concretes, it is made by cutting to a depth of 1/3 or 1/4 of the depth.
False Setting: It is characterized by solidification observed in the cement paste immediately after the addition of water to the cement. It occurs between 110°C and 300°C. It can be due to the presence of gypsum (CaSO4(1/2)H2O) as a half-molecule of water or anhydrite (CaSO4) in the cement.
Artificial Aggregate: Mineral-origin aggregates obtained as a by-product in an industrial process involving thermal or other applications. Artificial aggregates are either aggregates produced as a by-product in an industrial sector unrelated to concrete production, or aggregates prepared suitable for concrete production by applying heat treatment to a material. Blast furnace slag aggregate, fly ash aggregate, expanded perlite, and expanded clay are artificial aggregates.
Blast Furnace Slag: Iron ore consists mainly of iron oxide components. Hematite (Fe2O3), magnetite (Fe3O4), limonite (Fe3O4.nH2O), and siderite (FeCO3) are the most common ores found in nature. Besides iron oxide, iron ores also contain small amounts of impurities such as silica and clay. The process of obtaining iron is carried out in furnaces called "blast furnaces". The iron oxide in the ore is transformed into iron. Molten iron collects at the bottom of the furnace. Also, due to the temperature effect, foreign materials such as calcium oxide in limestone and silica and alumina in iron ore form a community in molten state just above the molten iron at the bottom of the furnace (eruption of molten iron). When removed from the blast furnace, slag, which is in a molten state at a temperature of about 1500 - 1600°C, becomes granular in appearance like large sand particles by pouring into water or by another method. Due to the rapid cooling process, the structure of the slag becomes amorphous. This form of slag is called "granulated blast furnace slag." It exhibits pozzolanic properties. Granulated blast furnace slag is obtained by rapidly cooling the molten slag obtained by melting and refining iron ore in an iron ore furnace, and contains at least 2/3 by mass of glassy slag, and exhibits hydraulic properties when appropriately activated. The mass should consist of at least %66 of calcium oxide, magnesium oxide, and silicon dioxide in total. The remaining part contains a certain amount of aluminum oxide. The ratio of mass (magnesium oxide + calcium oxide) / silicon dioxide should be greater than 1.0. It is abbreviated with the letter S in TS EN 197.
Surface Vibrator: It is applied to field concretes. Concrete can be compacted with vibrators attached to a mast. However, it has certain limits in terms of consistency and depth.
Precipitation: Liquids in solid form (snow, rain, hail, etc.) falling from the atmosphere are called precipitation.
Types of Precipitation: In different regions of Turkey, precipitation falling is generally classified into four groups:
Fatigue: When the stresses on structural elements are applied to very small stress levels thousands of times, it is called fatigue failure.
Road: The whole of the structure created to ensure the movement of land transportation vehicles in both directions is called a road.
Surface Foundations: Types of surface foundations:
Y.F.Ş.: Abbreviation of the Road Technical Specifications covering Road, Bridge, Art Structures, and Tunnel Works.
Insulation: Insulation refers to measures taken to protect buildings, their contents, and people from water, moisture, heat, and sound.
Structure: It is called a structure that is used independently, allowing people to live, work, rest, travel, entertain, and worship, protecting animals and goods, and includes the construction and repairs of permanent or temporary, underground and aboveground constructions on land and water.
Building Materials: Building materials are materials used in the construction of structures.
Splitting: In road constructions: The excavation volume above the base level of the upper structure.
Slope of Roadway (Camber): Negative slope applied from the centerline to both sides of the road section on the road platform to ensure surface drainage.
Green Book: When a job starts, quantities of work done are recorded in a book. Measurements prepared at each progress payment period are added to this book. It is the section where quantities to be included in the progress payment are given. Values in this section can come from Progress and Iron Quantities and Attachment book, as well as being entered directly by the user. If cumulative Green Book logic is used, using Green Book transfer operations ensures that the new Green Book carries over old values as a total. If desired, the total production quantity of a material used in the relevant work can be detailed by identifying locations.
Construction Materials: Materials used in the construction of structures are called construction materials.
Road: The entire structure created to ensure the movement of land transport vehicles is referred to with this term.
Road Substructure: The part of the road that lies beneath the upper structure.
Road Substructure Base: The natural ground surface on which the road substructure sits or the natural ground surface that has been modified to make it suitable.
Road Substructure Base Reinforcement Layer: A reinforcement layer made under the road substructure base by excavation, placing various materials, etc.
Road Tar: A material obtained by the addition of either double benzene or creosote. Symbol is RT.
Road Superstructure: Pavement. It includes the foundation, sub-base layers of the road structure.
Soft Rock Excavation: Excavation that can be carried out using pickaxes, wedges, or explosives. Such as schists, conglomerates with soft marl, thick-layered flints, alabaster, partially separated serpentines, fractured and separated gneisses and mica-schists, petrified clays and claystones, consolidated tuffs, grovak, shales, and similar rocks of the same kind greater than 0.400 m³ is SOFT ROCK EXCAVATION.
Soft Rock Strata: Layers such as layered limestone, marl limestone, schist, slate, loose conglomerates, alabaster, volcanic tuffs (excluding basalt tuffs), with blocks of the same kind larger than 0.400m³, excavated using picks or explosive devices.
Soft Clayey Excavation: Earth, hard clay, soft marl, soft tuffs, and similar stones up to 0.100 m³ in size, which can be excavated with a pointed tip of a spade and occasionally with a pick, chisel, and mallet.
Soft Clayey Soils: Loose earth, vegetable soil, loose sand, loose silt, and similar soils that can be excavated with a pointed tip of a spade and occasionally with a pick, chisel, and mallet.
Weak Current: The current used in building works for communication devices such as telephones, bells, and fire alarm systems.
Weak Soil Layer: A layer generally found in upper parts of splits or excavations, which is not suitable for filling with vegetable soil, etc., and needs to be excavated and disposed of.
Tar: The washed residue of raw tar obtained from coal. Tar is semi-solid or solid, dark brown or black in color. It is brittle and applied hot. Due to their tendency to oxidize and deteriorate in sunlight, they are used in underground facility insulations.
Weak Soil Layer: A layer generally found in upper parts of splits or excavations, which is not suitable for filling with vegetable soil, etc., and needs to be excavated and disposed of.
Soil Types (For Excavation): Soils are divided into four groups according to their types and formations for excavation.