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Double-layer steel plate combined shear wall with symmetrically distributed porous corrugated webs for tying
The invention relates to a double-layer steel plate combined shear wall with symmetrically distributed porous corrugated webs for tying, and belongs to the field of structural engineering. The steel plate combined shear wall is composed of a double-layer steel plate shear wall and integrally poured concrete, wherein the double-layer steel plate shear wall is formed through crossed welding of a plurality of first steel plate shear wall units and second steel plate shear wall units. On the basis of the concept of improving the buckling load of outer steel plates and improving the combined actionof the outer steel plates and the inner poured concrete, the outer steel plates are subjected to detail restraining through the porous corrugated webs and tying rods, so that the surface rigidity andbearing capacity of the combined shear wall are greatly improved. In order to realize the structure, facilitate plant processing and transportation and accord with the assembly concept, the steel plate shear wall is divided into the steel plate shear wall units, the distribution mode is more flexible, construction is convenient, and the quality is easy to guarantee.
本发明涉及一种对称布置开洞波形腹板拉结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成型的双层钢板剪力墙和一体化浇筑的混凝土构成。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 combined shear wall with symmetrically distributed porous corrugated webs for tying
The invention relates to a double-layer steel plate combined shear wall with symmetrically distributed porous corrugated webs for tying, and belongs to the field of structural engineering. The steel plate combined shear wall is composed of a double-layer steel plate shear wall and integrally poured concrete, wherein the double-layer steel plate shear wall is formed through crossed welding of a plurality of first steel plate shear wall units and second steel plate shear wall units. On the basis of the concept of improving the buckling load of outer steel plates and improving the combined actionof the outer steel plates and the inner poured concrete, the outer steel plates are subjected to detail restraining through the porous corrugated webs and tying rods, so that the surface rigidity andbearing capacity of the combined shear wall are greatly improved. In order to realize the structure, facilitate plant processing and transportation and accord with the assembly concept, the steel plate shear wall is divided into the steel plate shear wall units, the distribution mode is more flexible, construction is convenient, and the quality is easy to guarantee.
本发明涉及一种对称布置开洞波形腹板拉结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成型的双层钢板剪力墙和一体化浇筑的混凝土构成。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 combined shear wall with symmetrically distributed porous corrugated webs for tying
一种对称布置开洞波形腹板拉结的双层钢板组合剪力墙
JIANG ZIQIN (Autor:in) / YAN TIAN (Autor:in) / ZHANG HANG (Autor:in) / SHEN CUNJIE (Autor:in) / ZHOU BAORU (Autor:in)
21.04.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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