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Cavity through type steel plate combined shear wall
The invention discloses a cavity through type steel plate combined shear wall. The steel plate combined shear wall comprises first L-shaped steel plates, second toothed L-shaped steel plates, third L-shaped steel plates and poured concrete. Long limbs and short limbs of the first L-shaped steel plates are side plates and end plates of the steel plate combined shear wall respectively; toothed limbsof the second toothed L-shaped steel plates are vertically welded with the long limbs of the first L-shaped steel plates, and steel plate limbs are parallel to the long limbs of the first L-shaped steel plates and are sequentially lapped and welded; and the third L-shaped steel plates are arranged at the end part of the steel plate combined shear wall, two limbs are respectively lapped and weldedwith the long limbs of the first L-shaped steel plates and corner parts of the second toothed L-shaped steel plates to form through cavities closed at the inner part and the outer part, and the concrete is poured into the through cavities to form the cavity through type steel plate combined shear wall. The cavity through type steel plate combined shear wall is large in rigidity, small in weldingamount and constructed conveniently; the interiors of the cavities are through so as to facilitate concrete pouring, and the problems that the installation deformation of a traditional steel plate combined shear wall is not prone to controlling and a die is expanded are solved.
本发明公开了一种腔体贯通式钢板组合剪力墙。所述钢板组合剪力墙包括L型钢板I、齿状L型钢板II、L型钢板III和内灌混凝土。所述L型钢板I的长肢和短肢分别为钢板组合剪力墙的侧板及端板；齿状L型钢板II的齿状肢与L型钢板I的长肢垂直焊接，钢板肢与L型钢板I的长肢平行，依次搭接焊接；L型钢板III置于钢板组合剪力墙端部，两肢分别与L型钢板I的长肢和齿状L型钢板II角部搭接焊接，形成内部、外围封闭的贯通腔体，在贯通腔体内灌注混凝土，形成腔体贯通式钢板组合剪力墙。此腔体贯通式钢板组合剪力墙刚度大、焊接量小、便于施工；腔体内部贯通便于混凝土浇筑，解决了传统钢板组合剪力墙安装变形不易控制和涨模等问题。
Cavity through type steel plate combined shear wall
The invention discloses a cavity through type steel plate combined shear wall. The steel plate combined shear wall comprises first L-shaped steel plates, second toothed L-shaped steel plates, third L-shaped steel plates and poured concrete. Long limbs and short limbs of the first L-shaped steel plates are side plates and end plates of the steel plate combined shear wall respectively; toothed limbsof the second toothed L-shaped steel plates are vertically welded with the long limbs of the first L-shaped steel plates, and steel plate limbs are parallel to the long limbs of the first L-shaped steel plates and are sequentially lapped and welded; and the third L-shaped steel plates are arranged at the end part of the steel plate combined shear wall, two limbs are respectively lapped and weldedwith the long limbs of the first L-shaped steel plates and corner parts of the second toothed L-shaped steel plates to form through cavities closed at the inner part and the outer part, and the concrete is poured into the through cavities to form the cavity through type steel plate combined shear wall. The cavity through type steel plate combined shear wall is large in rigidity, small in weldingamount and constructed conveniently; the interiors of the cavities are through so as to facilitate concrete pouring, and the problems that the installation deformation of a traditional steel plate combined shear wall is not prone to controlling and a die is expanded are solved.
本发明公开了一种腔体贯通式钢板组合剪力墙。所述钢板组合剪力墙包括L型钢板I、齿状L型钢板II、L型钢板III和内灌混凝土。所述L型钢板I的长肢和短肢分别为钢板组合剪力墙的侧板及端板；齿状L型钢板II的齿状肢与L型钢板I的长肢垂直焊接，钢板肢与L型钢板I的长肢平行，依次搭接焊接；L型钢板III置于钢板组合剪力墙端部，两肢分别与L型钢板I的长肢和齿状L型钢板II角部搭接焊接，形成内部、外围封闭的贯通腔体，在贯通腔体内灌注混凝土，形成腔体贯通式钢板组合剪力墙。此腔体贯通式钢板组合剪力墙刚度大、焊接量小、便于施工；腔体内部贯通便于混凝土浇筑，解决了传统钢板组合剪力墙安装变形不易控制和涨模等问题。
Cavity through type steel plate combined shear wall
一种腔体贯通式钢板组合剪力墙
WANG SHIQI (author) / SUN TONG (author) / LIU CHUNQING (author) / LI GUANLIN (author) / SUN SHAOXIA (author) / ZHANG XIAOMING (author) / CHEN ZHUANGSHAN (author) / WU SHANFANG (author) / BAI BING (author) / GU YU (author)
2020-11-06
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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