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Steel and concrete combined shear wall and construction method
The invention relates to a steel and concrete combined shear wall and a construction method, and belongs to the technical field of shear wall construction, the steel and concrete combined shear wall comprises square steel pipes arranged at the corners, the adjacent square steel pipes are connected through two first connecting plates arranged oppositely, and the two first connecting plates and the two adjacent square steel pipes form a cavity; a plurality of second connecting plates are vertically arranged in the cavity, a plurality of honeycomb-shaped open holes are evenly formed in the second connecting plates, and the two sides, in the length direction, of the second connecting plates are perpendicularly connected with the first connecting plates. The second connecting plate with the multiple honeycomb-shaped open holes is arranged, different cavities are communicated through the honeycomb-shaped holes, the shear wall is of a communication structure, concrete pouring is facilitated, concrete is poured from the middle and diffused to the two sides from the open holes of the second connecting plate, continuous concrete pouring is achieved, the concrete pouring time is shortened, and the construction efficiency is improved. The time of occupying the tower crane is shortened, the second connecting plate is formed by cutting, staggering and welding the rectangular plates, and the steel consumption is reduced.
本发明涉及一种钢与混凝土组合剪力墙及施工方法，属于剪力墙施工技术领域，一种钢与混凝土组合剪力墙包括在拐角处设置的方钢管，相邻方钢管通过两个相对设置的连接板一连接，两个连接板一与两个相邻方钢管构成空腔；空腔内竖直设置多个连接板二，连接板二上均匀设有多个蜂窝形开孔，连接板二长度方向的两侧与连接板一垂直连接；本发明设置带有多个蜂窝形开孔的连接板二，不同腔体之间通过蜂窝形孔连通，剪力墙为连通结构，方便混凝土的浇筑，从中间进行浇筑混凝土，混凝土从连接板二的开孔中向两边扩散，实现混凝土的连续性浇筑，减少浇筑混凝土的时间，减少占用塔吊的时间，且连接板二是通过矩形板切割错落焊接而成，减少了用钢量。
Steel and concrete combined shear wall and construction method
The invention relates to a steel and concrete combined shear wall and a construction method, and belongs to the technical field of shear wall construction, the steel and concrete combined shear wall comprises square steel pipes arranged at the corners, the adjacent square steel pipes are connected through two first connecting plates arranged oppositely, and the two first connecting plates and the two adjacent square steel pipes form a cavity; a plurality of second connecting plates are vertically arranged in the cavity, a plurality of honeycomb-shaped open holes are evenly formed in the second connecting plates, and the two sides, in the length direction, of the second connecting plates are perpendicularly connected with the first connecting plates. The second connecting plate with the multiple honeycomb-shaped open holes is arranged, different cavities are communicated through the honeycomb-shaped holes, the shear wall is of a communication structure, concrete pouring is facilitated, concrete is poured from the middle and diffused to the two sides from the open holes of the second connecting plate, continuous concrete pouring is achieved, the concrete pouring time is shortened, and the construction efficiency is improved. The time of occupying the tower crane is shortened, the second connecting plate is formed by cutting, staggering and welding the rectangular plates, and the steel consumption is reduced.
本发明涉及一种钢与混凝土组合剪力墙及施工方法，属于剪力墙施工技术领域，一种钢与混凝土组合剪力墙包括在拐角处设置的方钢管，相邻方钢管通过两个相对设置的连接板一连接，两个连接板一与两个相邻方钢管构成空腔；空腔内竖直设置多个连接板二，连接板二上均匀设有多个蜂窝形开孔，连接板二长度方向的两侧与连接板一垂直连接；本发明设置带有多个蜂窝形开孔的连接板二，不同腔体之间通过蜂窝形孔连通，剪力墙为连通结构，方便混凝土的浇筑，从中间进行浇筑混凝土，混凝土从连接板二的开孔中向两边扩散，实现混凝土的连续性浇筑，减少浇筑混凝土的时间，减少占用塔吊的时间，且连接板二是通过矩形板切割错落焊接而成，减少了用钢量。
Steel and concrete combined shear wall and construction method
一种钢与混凝土组合剪力墙及施工方法
WAN ZONGWEN (author) / LIANG RUMING (author) / LIU YANG (author) / HE XILIANG (author) / ZHU RENJIE (author) / ZHANG BO (author)
2023-03-28
Patent
Electronic Resource
Chinese
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