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Thin-wall double-steel-plate concrete composite shear wall structure
The thin-wall double-steel-plate concrete composite shear wall structure comprises an inner-layer steel plate and an outer-layer steel plate, a pouring cavity is formed between the inner-layer steel plate and the outer-layer steel plate, a reinforcing mesh is arranged in the pouring cavity, and concrete is poured into the pouring cavity so that the inner-layer steel plate and the outer-layer steel plate can be fixedly connected; the inner reinforcing assembly comprises inner-layer steel plate transverse stiffening ribs and inner-layer steel plate longitudinal stiffening ribs which are connected to the outer wall of the inner-layer steel plate, and the outer reinforcing assembly comprises outer-layer steel plate transverse stiffening ribs and outer-layer steel plate longitudinal stiffening ribs which are connected to the outer wall of the outer-layer steel plate; the structure of the thin-wall double-steel-plate concrete composite shear wall can be optimized, deformation generated when concrete is poured into the steel plates is reduced, and the perpendicularity and flatness of the wall body after the shear wall is constructed are improved.
本发明公开了一种薄壁双钢板混凝土组合剪力墙构造，包括内层钢板和外层钢板，所述内层钢板和外层钢板之间形成灌注腔，所述灌注腔内设置有钢筋网，所述灌注腔内灌注混凝土使内层钢板和外层钢板固定连接；还包括内加强组件和外加强组件，所述内加强组件包括在内层钢板外壁连接的内层钢板横向加劲肋和内层钢板纵向加劲肋，所述外加强组件包括在外层钢板外壁连接的外层钢板横向加劲肋和外层钢板纵向加劲肋；能够优化薄壁双钢板混凝土组合剪力墙的结构，降低钢板灌注混凝土时发生的形变，提升剪力墙施工后的墙体垂直度和平整度。
Thin-wall double-steel-plate concrete composite shear wall structure
The thin-wall double-steel-plate concrete composite shear wall structure comprises an inner-layer steel plate and an outer-layer steel plate, a pouring cavity is formed between the inner-layer steel plate and the outer-layer steel plate, a reinforcing mesh is arranged in the pouring cavity, and concrete is poured into the pouring cavity so that the inner-layer steel plate and the outer-layer steel plate can be fixedly connected; the inner reinforcing assembly comprises inner-layer steel plate transverse stiffening ribs and inner-layer steel plate longitudinal stiffening ribs which are connected to the outer wall of the inner-layer steel plate, and the outer reinforcing assembly comprises outer-layer steel plate transverse stiffening ribs and outer-layer steel plate longitudinal stiffening ribs which are connected to the outer wall of the outer-layer steel plate; the structure of the thin-wall double-steel-plate concrete composite shear wall can be optimized, deformation generated when concrete is poured into the steel plates is reduced, and the perpendicularity and flatness of the wall body after the shear wall is constructed are improved.
本发明公开了一种薄壁双钢板混凝土组合剪力墙构造，包括内层钢板和外层钢板，所述内层钢板和外层钢板之间形成灌注腔，所述灌注腔内设置有钢筋网，所述灌注腔内灌注混凝土使内层钢板和外层钢板固定连接；还包括内加强组件和外加强组件，所述内加强组件包括在内层钢板外壁连接的内层钢板横向加劲肋和内层钢板纵向加劲肋，所述外加强组件包括在外层钢板外壁连接的外层钢板横向加劲肋和外层钢板纵向加劲肋；能够优化薄壁双钢板混凝土组合剪力墙的结构，降低钢板灌注混凝土时发生的形变，提升剪力墙施工后的墙体垂直度和平整度。
Thin-wall double-steel-plate concrete composite shear wall structure
薄壁双钢板混凝土组合剪力墙构造
ZHENG XIAOCHUN (author) / HU ZONGXING (author) / ZHENG HUIFEN (author)
2023-12-26
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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