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A platform for research: civil engineering, architecture and urbanism
Prefabricated laminated slab and cast-in-place beam column steel bar anti-collision construction method
The invention discloses an anti-collision construction method for a prefabricated laminated slab and a cast-in-place beam column steel bar. The anti-collision construction method comprises the steps that firstly, a column steel bar body is bound; 2, classifying beam steel bar binding areas according to the distribution positions of the beam steel bars; thirdly, inner beam steel bars are bound and erected in the inner beam binding area; 4, hoisting the prefabricated laminated slab; 5, lowering inner beam steel bars; 6, outer beam steel bars are bound in the outer beam binding area; and 7, binding the column steel bars and the rest of the column stirrups. The problem that the horizontal reinforcing bars on the periphery of the two-way laminated slab collide with the cast-in-place beam reinforcing steel bars is solved, construction is sequentially conducted from the central axis to the two sides, the problems that the laminated slab cannot avoid the reinforcing steel bars in the hoisting process, the laminated slab is seriously damaged, and beam column reinforcing steel bars are damaged and deformed are solved, the overall quality perception effect is good, the construction efficiency is improved, and the construction period is shortened.
本发明公开了一种预制叠合板与现浇梁柱钢筋防碰撞施工方法，包括步骤：一、绑扎柱钢筋主体；二、根据梁钢筋的分布位置对梁钢筋绑扎区域进行分类；三、在内梁绑扎区域绑扎内梁钢筋并架高内梁钢筋；四、吊装预制叠合板；五、下放内梁钢筋；六、在外梁绑扎区域内绑扎外梁钢筋；七、绑扎柱钢筋剩余柱箍筋。本发明避免双向叠合板四周胡子筋与现浇梁钢筋碰撞问题，遵循以中轴线为主向两边依次施工，避免了叠合板在吊装过程中无法避让钢筋，导致叠合板严重破损及梁柱钢筋受损变形问题，整体质量感观效果好，提高施工效率，缩短工期。
Prefabricated laminated slab and cast-in-place beam column steel bar anti-collision construction method
The invention discloses an anti-collision construction method for a prefabricated laminated slab and a cast-in-place beam column steel bar. The anti-collision construction method comprises the steps that firstly, a column steel bar body is bound; 2, classifying beam steel bar binding areas according to the distribution positions of the beam steel bars; thirdly, inner beam steel bars are bound and erected in the inner beam binding area; 4, hoisting the prefabricated laminated slab; 5, lowering inner beam steel bars; 6, outer beam steel bars are bound in the outer beam binding area; and 7, binding the column steel bars and the rest of the column stirrups. The problem that the horizontal reinforcing bars on the periphery of the two-way laminated slab collide with the cast-in-place beam reinforcing steel bars is solved, construction is sequentially conducted from the central axis to the two sides, the problems that the laminated slab cannot avoid the reinforcing steel bars in the hoisting process, the laminated slab is seriously damaged, and beam column reinforcing steel bars are damaged and deformed are solved, the overall quality perception effect is good, the construction efficiency is improved, and the construction period is shortened.
本发明公开了一种预制叠合板与现浇梁柱钢筋防碰撞施工方法，包括步骤：一、绑扎柱钢筋主体；二、根据梁钢筋的分布位置对梁钢筋绑扎区域进行分类；三、在内梁绑扎区域绑扎内梁钢筋并架高内梁钢筋；四、吊装预制叠合板；五、下放内梁钢筋；六、在外梁绑扎区域内绑扎外梁钢筋；七、绑扎柱钢筋剩余柱箍筋。本发明避免双向叠合板四周胡子筋与现浇梁钢筋碰撞问题，遵循以中轴线为主向两边依次施工，避免了叠合板在吊装过程中无法避让钢筋，导致叠合板严重破损及梁柱钢筋受损变形问题，整体质量感观效果好，提高施工效率，缩短工期。
Prefabricated laminated slab and cast-in-place beam column steel bar anti-collision construction method
一种预制叠合板与现浇梁柱钢筋防碰撞施工方法
CHEN WENHUI (author) / WANG RONG (author) / WANG HUI (author) / ZHANG XINQI (author) / YANG FAN (author) / WEN LIANG (author) / SHI RUIZHE (author) / YAO YUANSHU (author) / PANG FENG (author) / WANG SHUAI (author)
2024-02-02
Patent
Electronic Resource
Chinese
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