Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Double-layer steel plate composite shear wall stiffened with punched corrugated webs
The invention relates to a double-layer steel plate composite shear wall stiffened with punched corrugated webs, and belongs to the field of structural engineering. The steel plate composite shear wall is composed of a double-layer steel plate shear wall formed by welding a plurality of steel plate shear wall units, and integrated-poured concrete. According to the double-layer steel plate composite shear wall, based on the idea of improving the buckling load of outer side steel plates and strengthening the combination effect between the outer side steel plates and inside-poured concrete, the outer side steel plates are subjected to stiffening and detail restraint by arranging the punched corrugated webs and tie bars, and thus, the out-plane stiffness and the bearing capacity of the composite shear wall are greatly improved. In order to achieve the structure and the idea that factory machining and transporting are facilitated and assembling requirements are met, the steel plate shear wall is divided into the multiple steel plate shear wall units, the arrangement mode is more flexible, construction is convenient and quick, and the quality is easy to ensure.
本发明涉及一种开洞波形腹板加劲的双层钢板组合剪力墙，属于结构工程领域。该钢板组合剪力墙是由若干个钢板剪力墙单元焊接成型的双层钢板剪力墙和一体化浇筑的混凝土组成。本发明基于提高外侧钢板屈曲荷载与加强外侧钢板与内浇混凝土组合作用的理念，通过设置开洞波形腹板与系杆对外侧钢板进行加劲与细部约束，使得组合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 composite shear wall stiffened with punched corrugated webs
The invention relates to a double-layer steel plate composite shear wall stiffened with punched corrugated webs, and belongs to the field of structural engineering. The steel plate composite shear wall is composed of a double-layer steel plate shear wall formed by welding a plurality of steel plate shear wall units, and integrated-poured concrete. According to the double-layer steel plate composite shear wall, based on the idea of improving the buckling load of outer side steel plates and strengthening the combination effect between the outer side steel plates and inside-poured concrete, the outer side steel plates are subjected to stiffening and detail restraint by arranging the punched corrugated webs and tie bars, and thus, the out-plane stiffness and the bearing capacity of the composite shear wall are greatly improved. In order to achieve the structure and the idea that factory machining and transporting are facilitated and assembling requirements are met, the steel plate shear wall is divided into the multiple steel plate shear wall units, the arrangement mode is more flexible, construction is convenient and quick, and the quality is easy to ensure.
本发明涉及一种开洞波形腹板加劲的双层钢板组合剪力墙，属于结构工程领域。该钢板组合剪力墙是由若干个钢板剪力墙单元焊接成型的双层钢板剪力墙和一体化浇筑的混凝土组成。本发明基于提高外侧钢板屈曲荷载与加强外侧钢板与内浇混凝土组合作用的理念，通过设置开洞波形腹板与系杆对外侧钢板进行加劲与细部约束，使得组合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 composite shear wall stiffened with punched corrugated webs
一种开洞波形腹板加劲的双层钢板组合剪力墙
JIANG ZIQIN (Autor:in) / SHEN CUNJIE (Autor:in) / ZHANG HANG (Autor:in) / ZHOU BAORU (Autor:in) / YAN TIAN (Autor:in)
21.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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