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A platform for research: civil engineering, architecture and urbanism
Double-layer steel plate shear wall with symmetrically arranged corrugated web ties
The invention relates to a double-layer steel plate shear wall with symmetrically arranged corrugated web ties, and belongs to the field of structural engineering. The steel plate shear wall is formedby crosswise welding a plurality of steel plate shear wall units I and steel plate shear wall units II. According to the double-layer steel plate shear wall with the symmetrically arranged corrugatedweb ties provided by the invention, on the basis of the concept on improving a shear wall elastic shear buckling load and a shear bearing capacity thereof, through arranging corrugated webs and tie bars for finely restraining steel plates on the outer side, the out-of-plane stiffness and the bearing capacity of the shear wall are greatly improved. In order to realize the construction, provide convenience for factory processing and transporting at the same time, and conforming to the concept of assembling, the steel plate shear wall is divided into the plurality of steel plate shear wall unitsso as to be more flexible in arrangement and convenient to construct, and the quality is easily guaranteed.
本发明涉及一种对称布置波形腹板拉结的双层钢板剪力墙，属于结构工程领域。该钢板剪力墙由若干个钢板剪力墙单元一和钢板剪力墙单元二交叉焊接形成。本发明基于提高剪力墙弹性剪切屈曲荷载以及其抗剪承载力的理念，通过设置波形腹板与系杆对外侧钢板进行细部约束，使得剪力墙的面外刚度与承载能力大大提高。为了实现所述构造，同时便于工厂加工、运输，且符合装配化的理念，本发明将钢板剪力墙分割成若干钢板剪力墙单元，布置方式更为灵活、施工便捷且质量容易保证。
Double-layer steel plate shear wall with symmetrically arranged corrugated web ties
The invention relates to a double-layer steel plate shear wall with symmetrically arranged corrugated web ties, and belongs to the field of structural engineering. The steel plate shear wall is formedby crosswise welding a plurality of steel plate shear wall units I and steel plate shear wall units II. According to the double-layer steel plate shear wall with the symmetrically arranged corrugatedweb ties provided by the invention, on the basis of the concept on improving a shear wall elastic shear buckling load and a shear bearing capacity thereof, through arranging corrugated webs and tie bars for finely restraining steel plates on the outer side, the out-of-plane stiffness and the bearing capacity of the shear wall are greatly improved. In order to realize the construction, provide convenience for factory processing and transporting at the same time, and conforming to the concept of assembling, the steel plate shear wall is divided into the plurality of steel plate shear wall unitsso as to be more flexible in arrangement and convenient to construct, and the quality is easily guaranteed.
本发明涉及一种对称布置波形腹板拉结的双层钢板剪力墙，属于结构工程领域。该钢板剪力墙由若干个钢板剪力墙单元一和钢板剪力墙单元二交叉焊接形成。本发明基于提高剪力墙弹性剪切屈曲荷载以及其抗剪承载力的理念，通过设置波形腹板与系杆对外侧钢板进行细部约束，使得剪力墙的面外刚度与承载能力大大提高。为了实现所述构造，同时便于工厂加工、运输，且符合装配化的理念，本发明将钢板剪力墙分割成若干钢板剪力墙单元，布置方式更为灵活、施工便捷且质量容易保证。
Double-layer steel plate shear wall with symmetrically arranged corrugated web ties
一种对称布置波形腹板拉结的双层钢板剪力墙
JIANG ZIQIN (author) / CHEN MEILIN (author) / YAN TIAN (author) / LI XIANGYUAN (author) / SHEN CUNJIE (author)
2020-05-05
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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