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Detail Design of Reinforcement Arrangement Node of 50m T Beam Deck This drawing is the node detail drawing of reinforcement arrangement for 50mT beam bridge deck -
Detailed design of nodes for arrangement of deck reinforcement of 30m T beam superstructure 2、 Design standard design vehicle load: automobile - Grade 20, trailer - 120, bridge deck width: (0.5+net 11+0.5) m. Bridge deck cross slope: 2% skew angle: 0 ° Seismic intensity: fortification shall be based on VIII degree. 3、 Technical index 1. Number of main beams: 5 beams 2. Prefabricated beam length: 2 -
Detail Design of Reinforcement Arrangement Node for Continuous Joints of 380m Half through Tied Arch Bridge Deck 1. Deck width: the full width of the deck is designed as two-way eight lane plus sidewalk. The transverse direction of the bridge is divided into two completely independent and symmetrical bridges, each of which is 26.1m wide. The specific composition is: sidewalk (including railing) 4.8m+crash barrier 0.5m+roadway 15.5m+crash barrier 0.5m+bridge water pipe and maintenance lane (including railing) 4.8m -
Detailed design of nodes for arrangement of obtuse angle reinforcing bars on the upper deck of precast hollow slab 2. Before pouring hinge joint concrete, the bottom joint shall be filled with 12.5 # cement mortar, and the hinge joint can be poured after the mortar strength reaches 50%. 3. After the internal formwork is demoulded, the concrete of No. 20 head with a thickness of 25 cm can be poured, and it must be sealed tightly. 4. When prefabricating hollow slabs, 2.5 cm camber shall be reserved in the midspan. 5. When prefabricating hollow slab -
Detailed node design of 30m prestressed concrete continuous T-beam bridge deck reinforcement arrangement Design standard design vehicle load: automobile - Grade 20, trailer - 120, bridge deck width: (0.5+net 11+0.5) m. Bridge deck cross slope: 2% skew angle: 0 ° Seismic intensity: fortification shall be based on VIII degree. Technical index 1. Number of main beams: 5 beams 2. Precast beams -
Detail Design of Obtuse Angle Reinforcement Arrangement Node for Cast in situ Layer of Precast Hollow Slab Bridge Deck Detailed node drawing of obtuse angle reinforcement arrangement for cast-in-place layer of precast hollow slab bridge deck -
(32+3x48+32) m double track continuous beam end anchor sealing and node detail design of reinforcement arrangement under anchor 3 Design principles and technical parameters 3.1 Design speed: 160km/h, mixed passenger and freight lines. 3.2 Line condition: double line, straight line, line spacing of 5m. 3.3 Seismic parameters: seismic peak acceleration ≤ 0.10g, characteristic period of seismic response spectrum 0.35s. 3.4 Structure type -
(32+32+32) m double track continuous beam end anchor sealing and node detail design of reinforcement arrangement under anchor 3 Design principles and technical parameters 3.1 Design speed: 160km/h, mixed passenger and freight lines. 3.2 Line condition: double line, straight line, line spacing of 5m. 3.3 Seismic parameters: seismic peak acceleration ≤ 0.10g, characteristic period of seismic response spectrum 0.35s. 3.4 Structure type -
Detailed node design of reinforcement arrangement of anti-collision wall at the auxiliary water collecting tank of simple supported beam continuous deck structure Diaphragm of main beam: no diaphragm is set for the span L ≤ 20m, and only one end diaphragm is set at the beam end for the simply supported box girder L=25m and L=30m. The position of diaphragm reinforcement framework shall be accurately set out during construction to create conditions for smooth welding and binding of overlapping reinforcement. Bearing: round plate rubber bearing is adopted for medium bridge. The bridge adopts Teflon plate rubber bearing. -
Detail Design of Reinforcement Arrangement Node of 40m Prestressed Simply Supported T Beam (New Specification) Continuous Joint on Bridge Deck 1. The main beam adopts prefabricated T-shaped section, and the diaphragm is also partially prefabricated. After being installed in place, the diaphragm joint and cast-in-place concrete of the bridge deck are poured to make them connected as a whole. 2. The prefabricated beam is hoisted with steel wire rope hoops, and the lifting point is 80cm away from the beam end. Pay attention to the reserved lifting hole on the wing plate here. 3. For a bridge on a curve, the outer cantilever of the side beam changes in a long arc, and the letters“ -
40m prestressed simply supported T-beam (new specification) Detailed design of reinforcement arrangement node of cast-in-place floor 1. The main beam adopts prefabricated T-shaped section, and the diaphragm is also partially prefabricated. After being installed in place, the diaphragm joint and cast-in-place concrete of the bridge deck are poured to make them connected as a whole. 2. The prefabricated beam is hoisted with steel wire rope hoops, and the lifting point is 80cm away from the beam end. Pay attention to the reserved lifting hole on the wing plate here. 3. For a bridge on a curve, the outer cantilever of the side beam changes in a long arc, and the letters“ -
Detailed design of node for reinforcement of anchorage surface and arrangement of web anti collapse reinforcement of ramp bridge Detailed node drawing of reinforcement of anchorage surface and web anti collapse reinforcement of ramp bridge -
Detailed design of nodes for completion layout of lining reinforcement at the entrance reinforcement section of separated double tunnel Detailed node drawing of completed layout of lining reinforcement at the entrance reinforcement section of separated double tunnel -
Detail design of hollow slab abutment cap reinforcement arrangement node 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detail Design of Reinforcement Arrangement Node of 16m T-beam Main Beam 2. Design standard According to the requirements of the assignment, the design load of this bridge is steam level 20 and hanging level 100. The bridge is 7.5m wide and the carriageway is 6.5m wide. Cement concrete deck is adopted. 3. Geology of the bridge site The landform of the bridge site belongs to the intermountain valley landform, and the terrain elevation changes between 37.00m and 45.00m -
Detailed structural drawing of web stiffening node This data is: Detailed structural drawing of web stiffening node, 1 drawing in total, with detailed contents for reference -
Detail drawing of reinforcement under beam end anchor This material is the detailed drawing of reinforcement under the beam end anchor, including the detailed drawing of reinforcement under the beam end anchor. Welcome to download! -
Node detail (steel bar truss floor support plate) This project is a node detail (steel bar truss floor support plate). The content of the drawing is complete, the expression is clear, and the drawing is rigorous. Designers are welcome to download and use it. -
Detailed drawing of structural node of reinforcing bar under anchor at bridge beam end The drawing is the detail drawing of the structural node of the reinforcement under the anchor at the end of the bridge beam, 1 piece in total. -
Detail Design of Reinforcement Arrangement Node for Approach Slab of Simply Supported Hollow Slab Beam Detailed node drawing of reinforcement arrangement of simply supported hollow slab beam approach slab -
Detail design of reinforcement arrangement node of 10m hollow slab 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detail Design of Reinforcement Arrangement Node of 16m Hollow Slab Side Slab Detailed node drawing of reinforcement arrangement for 16m hollow slab side slab -
Detail Design of Reinforcement Arrangement Node of 16m Hollow Slab Detailed node drawing of reinforcement arrangement of 16m hollow slab -
Detail design of 8m hollow slab side plate reinforcement arrangement node 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detailed design of reinforcement arrangement node of 8m hollow slab 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detail design of general layout node of reinforced concrete circular pipe culvert Detailed node drawing of general layout of reinforced concrete circular pipe culvert -
Detail Design of Reinforcement Arrangement Node of 10m Hollow Slab Side Slab 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detailed drawing of node structure for radioactive reinforcement arrangement of a circular opening This data is the detailed construction drawing of the radioactive reinforcement arrangement node of a circular portal. The drawing is the detailed layout drawing of the radioactive reinforcement of a circular portal. The design is accurate and the content is detailed, which can be downloaded for reference by netizens. -
Detail Design of Reinforcement Arrangement Node of Prestressed Bridge Arch Segment Detailed node drawing of prestressed bridge arch reinforcement arrangement -
Detail Design of Reinforcement Arrangement Node of Continuous Rigid Box Bridge Deck 1. Road grade: four lane expressway 2. Calculated driving speed: 100km/h 3. Load grade: automobile - over grade 20 4. Checking load: trailer - 120 5. Longitudinal slope of bridge deck:<4.0% 6. Transverse slope of bridge deck: 2.0% 7. Width of bridge deck: 0.5m (outside crash barrier)+3 -
Detail Design of Node for Anchor Sealing Reinforcement Arrangement of 50m T Beam Main Beam This drawing is the node detail of anchor sealing reinforcement arrangement of main beam of 50mT beam -
Detailed Design of Node for Midspan Locating Reinforcement Arrangement of 50m T Beam This drawing is the node detail drawing of the mid span positioning reinforcement of 50mT beam -
Detailed Design of Node of 50 m T Beam Side Span Positioning Reinforcement Arrangement This drawing is the node diagram of 50m T beam side span positioning reinforcement arrangement -
Detail Design of Embedded Reinforcement Arrangement Node of Expansion Joint of Hollow Slab 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detailed Design of Ordinary Reinforcement Arrangement Node of CRTSI Track Detailed Drawing of Ordinary Reinforcement Arrangement Node of CRTSI Track -
Detail design of simply supported slab edge slab bottom obtuse angle reinforced bar structure node Detail drawing of simply supported slab edge slab bottom obtuse angle reinforcement structure node -
Detail design of rebar arrangement node of 10m simply supported hollow slab beam 2、 Main technical standards 1. Road grade: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Deck pavement: 1 -
Detail Design of Reinforcement Arrangement Node for Pier Cap of Hollow Slab Bridge 1. Road class: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Bridge deck pavement: 10cm asphalt concrete; -
Detail design of 40m T beam end diaphragm reinforcement arrangement node Node detail drawing of 40m T beam end diaphragm reinforcement arrangement -
Detail Design of Continuous Reinforcement Arrangement Node of Simply Supported Hollow Slab Girder Deck 2、 Main technical standards 1. Road grade: Class II highway; 2. Design running speed: 80 km/h; 3. Design load: highway - Class II; 4. Deck width: 0.5m (guardrail)+14.5m (motorway)+0.5m (guardrail)=15.5m; 5. Deck pavement: 1
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one Node detail reinforcement -
two Layout node details -
three Reinforcement arrangement of box girder -
four Reinforcement arrangement of pile foundation -
five Node Detail Reinforcement Arrangement -
six Reinforcement layout details of cushion cap -
seven Grg strengthening node practice -
eight Concrete strengthening node method