A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Fabricated building component
The fabricated building component comprises a shear wall body, and the shear wall body comprises a wall body, steel plates, connecting pieces and embedded columns; the two steel plates are arranged on the two sides of the wall body and abut against the wall body; the connecting piece penetrates through the steel plate and the wall, and the end of the connecting piece abuts against and is fixed to the steel plate. The embedded columns are embedded in the wall body and are arranged at intervals in the length direction of the wall body; the embedded column comprises a vertically arranged reinforcement cage and concrete embedded in the reinforcement cage. In the invention, the steel plates are fixed on the two sides of the wall body through the connecting pieces, so that out-of-plane constraint is applied to the wall body; and the reinforcement cage of the embedded column in the wall body is used for internally restraining the concrete in the wall body. In other words, through the cooperative interior of the steel plate and the reinforcement cage, out-of-plane constraint and internal constraint are applied to concrete in the wall body, and therefore the local yield condition of the shear wall is reduced or delayed; the bearing capacity of the shear wall is improved, and the anti-seismic performance of the shear wall body and the fabricated building is improved.
本申请涉及一种装配式建筑构件，其包括剪力墙本体，剪力墙本体包括墙体、钢板、连接件和暗柱；钢板设有两个，钢板设置于墙体两侧，钢板与墙体相抵接；连接件穿设于钢板与墙体，连接件端部与钢板相抵接固定；暗柱埋设于墙体中，暗柱沿着墙体的长度方向间隔设置；暗柱包括竖向设置的钢筋笼、以及埋设于钢筋笼中的混凝土。在本申请中，钢板通过连接件固定于墙体两侧，从而对墙体施加面外约束；而墙体中暗柱的钢筋笼对墙体内部的混凝土进行内部约束。即通过钢板与钢筋笼的协同内部，对墙体中的混凝土施加面外约束和内部约束，从而减少、或延缓剪力墙的局部屈服情况发生；提高剪力墙的承载能力，提高剪力墙本体、以及装配式建筑的抗震性能。
Fabricated building component
The fabricated building component comprises a shear wall body, and the shear wall body comprises a wall body, steel plates, connecting pieces and embedded columns; the two steel plates are arranged on the two sides of the wall body and abut against the wall body; the connecting piece penetrates through the steel plate and the wall, and the end of the connecting piece abuts against and is fixed to the steel plate. The embedded columns are embedded in the wall body and are arranged at intervals in the length direction of the wall body; the embedded column comprises a vertically arranged reinforcement cage and concrete embedded in the reinforcement cage. In the invention, the steel plates are fixed on the two sides of the wall body through the connecting pieces, so that out-of-plane constraint is applied to the wall body; and the reinforcement cage of the embedded column in the wall body is used for internally restraining the concrete in the wall body. In other words, through the cooperative interior of the steel plate and the reinforcement cage, out-of-plane constraint and internal constraint are applied to concrete in the wall body, and therefore the local yield condition of the shear wall is reduced or delayed; the bearing capacity of the shear wall is improved, and the anti-seismic performance of the shear wall body and the fabricated building is improved.
本申请涉及一种装配式建筑构件，其包括剪力墙本体，剪力墙本体包括墙体、钢板、连接件和暗柱；钢板设有两个，钢板设置于墙体两侧，钢板与墙体相抵接；连接件穿设于钢板与墙体，连接件端部与钢板相抵接固定；暗柱埋设于墙体中，暗柱沿着墙体的长度方向间隔设置；暗柱包括竖向设置的钢筋笼、以及埋设于钢筋笼中的混凝土。在本申请中，钢板通过连接件固定于墙体两侧，从而对墙体施加面外约束；而墙体中暗柱的钢筋笼对墙体内部的混凝土进行内部约束。即通过钢板与钢筋笼的协同内部，对墙体中的混凝土施加面外约束和内部约束，从而减少、或延缓剪力墙的局部屈服情况发生；提高剪力墙的承载能力，提高剪力墙本体、以及装配式建筑的抗震性能。
Fabricated building component
一种装配式建筑构件
WANG YAO (author) / WU LONGSHAN (author) / XU HONGGUANG (author) / ZHANG HENGCHUN (author) / JIANG NA (author) / WANG XUAN (author) / JIN GUANNAN (author) / LI JUNWEI (author)
2024-05-07
Patent
Electronic Resource
Chinese
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