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Steel plate-concrete composite shear wall and connecting structure thereof and construction method thereof
The invention discloses a steel plate-concrete composite shear wall and a connecting structure thereof and a construction method thereof. The steel plate-concrete composite shear wall comprises a wallbody and edge members; the wall body comprises two side templates and a steel reinforcement framework positioned between the two side templates; the steel reinforcement framework comprises horizontally distributed ribs, vertically distributed ribs and web members; the edge members are of tubular structures with one open sides; a plurality of batten plates are arranged in the edge members; two edge members are arranged and positioned between the two side templates; the two ends of the horizontally distributed ribs of the steel reinforcement framework correspondingly extend into the edge members from the gaps between the two adjacent batten plates of the adjacent edge members; the wall body and the edge members integrally form a combined wall column; and the combined wall column is filled with concrete. According to the steel plate-concrete composite shear wall, an assembled steel plate-concrete composite shear wall is mainly precast in the factory, and therefore, the wall body structure is simple, the force transmission is obvious, the assembled steel plate-concrete composite shear wall can be suitable for shear wall structural systems, frame-shear wall structural systems, and theapplication prospect is good.
本发明公开了一种钢板混凝土组合剪力墙及其连接结构和施工方法。所述钢板混凝土组合剪力墙包括墙体和边缘构件；所述墙体包括两侧模板和位于两侧模板之间的钢筋骨架；所述钢筋骨架包括水平分布筋、竖向分布筋和腹杆；所述边缘构件为一侧开放的管状结构，在边缘构件内设置若干缀板；所述边缘构件为两个，并位于两侧模板之间；所述钢筋骨架的水平分布筋的两端分别从与其相邻的边缘构件的相邻两缀板之间的间隙伸入边缘构件内；所述墙体和边缘构件整体形成组合墙肢，在组合墙肢内填充有混凝土。本发明中装配式钢板混凝土组合剪力墙主要在工厂预制，墙体构造简单、传力明确，可适用于剪力墙结构体系、框架‑剪力墙结构体系，应用前景良好。
Steel plate-concrete composite shear wall and connecting structure thereof and construction method thereof
The invention discloses a steel plate-concrete composite shear wall and a connecting structure thereof and a construction method thereof. The steel plate-concrete composite shear wall comprises a wallbody and edge members; the wall body comprises two side templates and a steel reinforcement framework positioned between the two side templates; the steel reinforcement framework comprises horizontally distributed ribs, vertically distributed ribs and web members; the edge members are of tubular structures with one open sides; a plurality of batten plates are arranged in the edge members; two edge members are arranged and positioned between the two side templates; the two ends of the horizontally distributed ribs of the steel reinforcement framework correspondingly extend into the edge members from the gaps between the two adjacent batten plates of the adjacent edge members; the wall body and the edge members integrally form a combined wall column; and the combined wall column is filled with concrete. According to the steel plate-concrete composite shear wall, an assembled steel plate-concrete composite shear wall is mainly precast in the factory, and therefore, the wall body structure is simple, the force transmission is obvious, the assembled steel plate-concrete composite shear wall can be suitable for shear wall structural systems, frame-shear wall structural systems, and theapplication prospect is good.
本发明公开了一种钢板混凝土组合剪力墙及其连接结构和施工方法。所述钢板混凝土组合剪力墙包括墙体和边缘构件；所述墙体包括两侧模板和位于两侧模板之间的钢筋骨架；所述钢筋骨架包括水平分布筋、竖向分布筋和腹杆；所述边缘构件为一侧开放的管状结构，在边缘构件内设置若干缀板；所述边缘构件为两个，并位于两侧模板之间；所述钢筋骨架的水平分布筋的两端分别从与其相邻的边缘构件的相邻两缀板之间的间隙伸入边缘构件内；所述墙体和边缘构件整体形成组合墙肢，在组合墙肢内填充有混凝土。本发明中装配式钢板混凝土组合剪力墙主要在工厂预制，墙体构造简单、传力明确，可适用于剪力墙结构体系、框架‑剪力墙结构体系，应用前景良好。
Steel plate-concrete composite shear wall and connecting structure thereof and construction method thereof
一种钢板混凝土组合剪力墙及其连接结构和施工方法
XIAO JICHENG (author) / TIAN CHUNYU (author) / CHEN KUN (author) / JIANG SHIYONG (author) / XIA SHUANGWU (author)
2020-07-28
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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