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A platform for research: civil engineering, architecture and urbanism
Steel bar construction method for single steel plate concrete shear wall
The invention discloses a single-steel-plate concrete shear wall steel bar construction method, which aims at a single-steel-plate concrete shear wall, and comprises the following steps of: professionally designing shear wall steel bar distribution, deeply designing vertical steel bars, stirrups and horizontal steel bars at corners, and reasonably segmenting and constructing a stirrup structure form. The anti-seismic requirements of restraining the edge component and constructing the edge component can be met by matching with the steel rib profile steel which only needs to account for one half of the thickness of the shear wall, the section of the steel rib profile steel is greatly reduced, the self weight of a building is reduced, the requirements of light weight and rapid building are met, the hoisting difficulty in the construction process is greatly reduced, the hoisting period is shortened, and the construction cost is reduced. The hoisting cost is greatly saved, the application of the small-section steel rib profile steel on the single-steel-plate concrete shear wall is developed, and the method has good popularization value.
本发明公开了一种单钢板混凝土剪力墙钢筋施工方法，针对单钢板混凝土剪力墙，本申请通过对剪力墙钢筋分布的专业设计，对转角处的竖向钢筋、箍筋和水平钢筋的深化设计，以及箍筋结构形式的合理分段和施工，配合只需要占剪力墙厚度的二分之一的钢骨型钢即可实现约束边缘构件和构造边缘构件的抗震要求，大大减小了钢骨型钢的截面，减少了建筑自重，符合轻量化和快速建造的要求，并且施工过程吊装的困难大大减小，减少了吊装周期，大大节约了吊装成本，开拓了小截面钢骨型钢在单钢板混凝土剪力墙上应用的先河，具有很好的推广价值。
Steel bar construction method for single steel plate concrete shear wall
The invention discloses a single-steel-plate concrete shear wall steel bar construction method, which aims at a single-steel-plate concrete shear wall, and comprises the following steps of: professionally designing shear wall steel bar distribution, deeply designing vertical steel bars, stirrups and horizontal steel bars at corners, and reasonably segmenting and constructing a stirrup structure form. The anti-seismic requirements of restraining the edge component and constructing the edge component can be met by matching with the steel rib profile steel which only needs to account for one half of the thickness of the shear wall, the section of the steel rib profile steel is greatly reduced, the self weight of a building is reduced, the requirements of light weight and rapid building are met, the hoisting difficulty in the construction process is greatly reduced, the hoisting period is shortened, and the construction cost is reduced. The hoisting cost is greatly saved, the application of the small-section steel rib profile steel on the single-steel-plate concrete shear wall is developed, and the method has good popularization value.
本发明公开了一种单钢板混凝土剪力墙钢筋施工方法，针对单钢板混凝土剪力墙，本申请通过对剪力墙钢筋分布的专业设计，对转角处的竖向钢筋、箍筋和水平钢筋的深化设计，以及箍筋结构形式的合理分段和施工，配合只需要占剪力墙厚度的二分之一的钢骨型钢即可实现约束边缘构件和构造边缘构件的抗震要求，大大减小了钢骨型钢的截面，减少了建筑自重，符合轻量化和快速建造的要求，并且施工过程吊装的困难大大减小，减少了吊装周期，大大节约了吊装成本，开拓了小截面钢骨型钢在单钢板混凝土剪力墙上应用的先河，具有很好的推广价值。
Steel bar construction method for single steel plate concrete shear wall
一种单钢板混凝土剪力墙钢筋施工方法
FENG ZHENMING (author) / LI TIEBING (author) / ZHAO FUJU (author) / XING LIPENG (author) / ZHAO WEIQIANG (author) / ZHANG YU (author) / HAN BINGYANG (author) / PAN XIA (author) / LI JIA'AO (author) / XU YUHUI (author)
2024-07-09
Patent
Electronic Resource
Chinese
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