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Complete set of cad design drawings for prestressed reinforced concrete T-beam of inter provincial expressway A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Design of precast reinforced concrete T-beam Deck clearance: net 9+2 × 1m Design load: urban class A vehicle load, structural importance index 0=1.1 Main structural dimensions Standard span of main beam Lk=32m, total length of beam 31.96m, calculated span Lf=31.16m. The height of main beam h=1400mm, the spacing between main beams S=2200mm, and the width of the prefabricated part of the upper flange of main beam is -
4X40m prestressed reinforced concrete continuous T-beam This atlas is a complete set of construction drawings for a 4X40m prestressed reinforced concrete continuous T-beam on a Class II highway in Fujian. The lower part adopts double column piers, pile foundation, U-shaped abutment and expanded foundation. The clear width of the bridge is 8.5m+2X0.5 crash barrier, the total width of the whole bridge is 9.5m, and the cross slope of the bridge deck is adjusted by the capping beam and the bearing pad stone. Complete drawings, suitable for beginners -
Completion description of prestressed reinforced concrete T beam A separate bridge is designed at ZK35+808 (YK35+769) of the contract section. The design mileage of the left track is from ZK35+540 to ZK36+076, with a total length of 536m and a central stake of ZK35+808; The design mileage of the right track starts and ends at YK35+525 ～ YK36+013, with a total length of 488m, middle -
Design drawing of general structural node of prestressed reinforced concrete T-beam This project is a design drawing of general structural node of prestressed reinforced concrete T-beam, including elevation, plan, detail drawing and other drawings with complete content, clear expression and rigorous drawing. Designers are welcome to download and use. -
Design Drawing of 120m Ballast Deck Reinforced Concrete T Beam Design time: 2015 Span size and multi span total length: 120m Carriageway location: Load bearing member of deck bridge Stress condition: Service life of beam bridge: Permanent bridge Material type: Introduction to prestressed bridge This data is the design drawing of 120m ballast bridge deck reinforced concrete T-beam, attached with the design data of reinforced concrete T-beam bridge main beam, accurate calculation, detailed drawings -
Refer to cad drawing for building layout of reinforced concrete simply supported T-beam This project is a reference cad drawing for the building layout of reinforced concrete simply supported T-beam, including the layout of roadway slab reinforcement, structural drawing of piers, etc. The drawings are complete in content, clear in expression, and precise in drafting. Designers are welcome to download and use them. -
Design drawing of general structural nodes of prestressed reinforced concrete T-beam abutment This project is a design drawing of general structural nodes of prestressed reinforced concrete T-beam abutment, including elevation, plan, side view and other drawings with complete content, clear expression and rigorous drawing. Designers are welcome to download and use. -
Detail drawing of prestressed reinforced concrete T-beam abutment back backfill node Detail design of backfill node at abutment back of prestressed reinforced concrete T-beam abutment. The drawings include: "As built Drawing of Abutment Backfill", "As built Drawing of Abutment Backfill of No. 12 Abutment on Right Line", "As built Drawing of Abutment Backfill on Left Line", etc. Welcome to download -
Design Drawing of 32m Railway Rear Ledger Prestressed Reinforced Concrete T Beam This drawing is the design drawing of railway 32m beam 2 prestressed beam, mainly the design drawing of superstructure, including beam reinforcement design drawing, layout design drawing of prestressed reinforcement, standard cross section drawing, etc. -
Complete set of cad design drawings of prestressed reinforced concrete T-beam A separate bridge is designed at ZK35+808 (YK35+769) of the contract section. The design mileage of the left track is from ZK35+540 to ZK36+076, with a total length of 536m and a central stake of ZK35+808; The design mileage of the right track starts and ends at YK35+525 ～ YK36+013, with a total length of 488m, middle -
Design drawing of 20m ordinary reinforced concrete T-beam of a medium bridge Complete set of drawings for 20m ordinary reinforced concrete T-beam General Structural Drawing of Medium Bridge T-Beam Structural Drawing of Medium Bridge Main Beam Skeleton Structural Drawing of Medium Bridge Carriageway Slab Reinforcement (I) Structural Drawing of Medium Bridge Carriageway Slab Reinforcement (II) Structural Drawing of Transverse Diaphragm and Joint of Medium Bridge Main Beam (I) Structural Drawing of Transverse Diaphragm and Joint of Medium Bridge Main Beam (II) Medium Bridge Deck -
Detail design of structural node of prestressed reinforced concrete T-beam support Detailed drawing of structural node of prestressed reinforced concrete T-beam support -
Detail design of prestressed reinforced concrete T-beam horizontal layout node A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Layout of Reinforcement for Side Span Wing Slab of Prestressed Concrete Continuous T-beam Bridge This drawing is the layout plan of prestressed concrete continuous T-beam bridge side span flange plate reinforcement, 3 sheets in total, prepared in 2010. -
Layout of Prestressed Concrete Continuous T-beam Bridge End Diaphragm Reinforcement This drawing is the layout of diaphragm reinforcement at the end of prestressed concrete continuous T-beam bridge, 3 sheets in total, prepared in 2010. -
Layout of middle diaphragm reinforcement of prestressed concrete continuous T-beam bridge This drawing is the layout of the middle diaphragm reinforcement of prestressed concrete continuous T-beam bridge. There are 2 sheets in total, which were prepared in 2010. -
Detailed design of general structural node of prestressed reinforced concrete T-beam pier A separate bridge is designed at ZK35+808 (YK35+769) of the contract section. The design mileage of the left track is from ZK35+540 to ZK36+076, with a total length of 536m and a central stake of ZK35+808; The design mileage of the right track starts and ends at YK35+525 ～ YK36+013, with a total length of 488m, middle -
Detailed Design of Ordinary Reinforcement Arrangement Node of Prestressed Concrete T-Beam 3、 Main technical indicators 1. Design load: highway level II 2. Seismic standard: seismic intensity 7o 3. Net width of bridge deck: net 7m+2 × 1m 4. Span: 25m 1. Superstructure: longitudinal gradient of bridge is 0.6%, transverse gradient is 1.5%, bridge deck width is 9m, and section shape of main beam -
Detail Design of Reinforcement Node of Approach Slab of Prestressed Concrete T-Beam 3、 Main technical indicators 1. Design load: highway level II 2. Seismic standard: seismic intensity 7o 3. Net width of bridge deck: net 7m+2 × 1m 4. Span: 25m 1. Superstructure: longitudinal gradient of bridge is 0.6%, transverse gradient is 1.5%, bridge deck width is 9m, and section shape of main beam -
Reinforcement Arrangement of Pier Column of Prestressed Concrete T-beam Continuous Rigid Frame Bridge Prestressed concrete T-beam continuous rigid frame bridge pier column reinforcement arrangement node. Drawings include: -
CAD node details of prestressed reinforced concrete T-beam deck drainage structure The CAD node detail drawing of prestressed reinforced concrete T-beam deck drainage structure is detailed for reference. -
Detail design of structural node of prestressed reinforced concrete T-beam anti-collision guardrail Detailed drawing of structural node of prestressed reinforced concrete T-beam anti-collision guardrail -
Detail design of drainage structure node of prestressed reinforced concrete T-beam bridge deck A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Detail Design of Structural Node of Prestressed Concrete T-beam Diaphragm Reinforcement 3、 Main technical indicators 1. Design load: highway level II 2. Seismic standard: seismic intensity 7o 3. Net width of bridge deck: net 7m+2 × 1m 4. Span: 25m 1. Superstructure: longitudinal gradient of bridge is 0.6%, transverse gradient is 1.5%, bridge deck width is 9m, and section shape of main beam -
Detail design of expansion joint construction node of prestressed reinforced concrete T-beam Detailed drawing of structural node of expansion joint of prestressed reinforced concrete T-beam -
Detailed design of general structural node of prestressed reinforced concrete T-beam abutment approach slab A separate bridge is designed at ZK35+808 (YK35+769) of the contract section. The design mileage of the left track is from ZK35+540 to ZK36+076, with a total length of 536m and a central stake of ZK35+808; The design mileage of the right track starts and ends at YK35+525 ～ YK36+013, with a total length of 488m, middle -
Detail Design of Backfill Node of Prestressed Reinforced Concrete T-beam Abutment Detail drawing of prestressed reinforced concrete T-beam abutment back backfill node -
Design drawing of structural node of cross section of prestressed reinforced concrete T-beam This project is the design drawing of the cross section structural node of prestressed reinforced concrete T-beam, including the cross section of mid span middle beam, cross section of mid span side beam, cross section of fulcrum middle beam, cross section of fulcrum side beam and other drawings, which are complete in content, clear in expression and precise in drawing. Designers are welcome to download and use. -
General drawing design of simply supported T-beam reinforced concrete variable section high pier Design load: highway - Class I; Design safety level: Level I; Environment category: Class II; Subgrade width: 24.50m (full width), 12.25m (split width); Bridge deck width: 0.5m (anti-collision barrier)+10.75m (net bridge deck width)+0.5m (anti-collision barrier)+0.5m (median)+0.5m (anti-collision protection -
Complete set of cad design drawings for upper part of 3x18m reinforced concrete cast-in-place T-beam Content introduction 2. Technical standards 1) Highway class: Class IV highway; 2) Design speed: 20km/h 3) Design load: highway - Class II 4) Design reference period: 100 years; 5) Design safety level: Level II; 6) Environment category: Class I; 7) Design flood frequency: 1/50. -
Layout of Reinforcement in Cast in situ Continuous Section of Prestressed Concrete Continuous T-beam Pier Top This drawing is the layout of reinforcement for cast-in-place continuous section of prestressed concrete continuous T-beam pier top, 4 pieces in total -
Detail Design of Prestressed Tendon Structural Node of Prestressed Reinforced Concrete T-Beam Detailed drawing of prestressed steel tendon structure node of prestressed reinforced concrete T-beam -
Detail Design of Reinforcement Structure Node of Prestressed Reinforced Concrete T-beam Abutment Pile Foundation Detailed drawing of prestressed reinforced concrete T-beam abutment pile foundation reinforcement structure node -
Detail Design of Reinforcement Structural Node of Back Wall of Prestressed Reinforced Concrete T-beam Abutment Detail drawing of prestressed reinforced concrete T-beam abutment back wall reinforcement structure node -
Detail Design of Reinforcement Structural Node of Side Wall of Prestressed Reinforced Concrete T-beam Abutment Detail drawing of prestressed reinforced concrete T-beam abutment side wall reinforcement structure node -
Detail design of cross section structural node of prestressed reinforced concrete T-beam A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Detail Design of Reinforcement Structure Node of Prestressed Reinforced Concrete T-beam Pier Capping Beam A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Detail design of structural node of prestressed reinforced concrete T-beam corrugated beam guardrail A bridge is designed at K33+568 of the contract section, which crosses the xx River and runs 295 °. The design mileage starts from K33+483 to K33+653m, with a total length of 170m, 4 spans in total, and the central stake is K33+568. The bridge is a single track double width bridge. Since the bridge is located on the acceleration and deceleration lane of the service area, the left and right sides are widened by 2.5 -
Detailed design of general structural node of upper main beam of 3x18m reinforced concrete cast-in-place T-beam 2. Technical standard 1) Highway grade: Class IV highway; 2) Design speed: 20km/h; 3) Design load: highway - Class II 4) Design reference period: 100 years; 5) Design safety level: Level II; 6) Environment category: Class I; 7) Design flood frequency: 1/50. 8) This
