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Construction device and method for preventing displacement of shear wall steel bars
The invention relates to the technical field of building construction, and particularly discloses a construction device and method for preventing displacement of shear wall steel bars. The vertical barbs are arranged on the connecting rod and matched with shear wall transverse steel bars, the transverse barbs are arranged on the connecting rod and matched with shear wall vertical steel bars, the number of the vertical barbs and the number of the transverse barbs are both at least two, and the distance between the vertical barbs and the distance between the transverse barbs are both equal to the distance between shear wall steel bar frames; the connecting pieces in pairs are mutually fixed through the fixing pieces, when the two connecting pieces are mutually fixed, the vertical barbs are symmetrically distributed on the two sides of transverse steel bars of the shear wall, the transverse barbs are symmetrically distributed on the two sides of vertical steel bars of the shear wall, the two ends of the connecting rods abut against wallboards of the shear wall respectively, and the two ends of the connecting rods abut against the wallboards of the shear wall respectively. The problems that in the concrete pouring process of a traditional shear wall, steel bars in the shear wall are prone to displacement, and the internal structure and the stability performance of the shear wall are affected are solved.
本发明涉及建筑施工技术领域,具体公开了一种剪力墙钢筋防位移的施工装置及方法,包括:连接件,连接件成对设置,连接件包括连接杆、设在连接杆上并与剪力墙横向钢筋配合的竖向倒钩和设在连接杆上并与剪力墙竖向钢筋配合的横向倒钩,竖向倒钩和横向倒钩均至少为两个,竖向倒钩的间距和横向倒钩的间距均等于剪力墙钢筋架之间的间距;固定件,固定件将成对的连接件相互固定,当两个连接件相互固定时,竖向倒钩对称分布于剪力墙横向钢筋的两侧,横向倒钩对称分布于剪力墙竖向钢筋的两侧,连接杆的两端分别与剪力墙的墙板抵接,解决了传统的剪力墙在混凝土的浇筑过程中,剪力墙内的钢筋容易发生位移,影响剪力墙内部构造和稳定性能的问题。
Construction device and method for preventing displacement of shear wall steel bars
The invention relates to the technical field of building construction, and particularly discloses a construction device and method for preventing displacement of shear wall steel bars. The vertical barbs are arranged on the connecting rod and matched with shear wall transverse steel bars, the transverse barbs are arranged on the connecting rod and matched with shear wall vertical steel bars, the number of the vertical barbs and the number of the transverse barbs are both at least two, and the distance between the vertical barbs and the distance between the transverse barbs are both equal to the distance between shear wall steel bar frames; the connecting pieces in pairs are mutually fixed through the fixing pieces, when the two connecting pieces are mutually fixed, the vertical barbs are symmetrically distributed on the two sides of transverse steel bars of the shear wall, the transverse barbs are symmetrically distributed on the two sides of vertical steel bars of the shear wall, the two ends of the connecting rods abut against wallboards of the shear wall respectively, and the two ends of the connecting rods abut against the wallboards of the shear wall respectively. The problems that in the concrete pouring process of a traditional shear wall, steel bars in the shear wall are prone to displacement, and the internal structure and the stability performance of the shear wall are affected are solved.
本发明涉及建筑施工技术领域,具体公开了一种剪力墙钢筋防位移的施工装置及方法,包括:连接件,连接件成对设置,连接件包括连接杆、设在连接杆上并与剪力墙横向钢筋配合的竖向倒钩和设在连接杆上并与剪力墙竖向钢筋配合的横向倒钩,竖向倒钩和横向倒钩均至少为两个,竖向倒钩的间距和横向倒钩的间距均等于剪力墙钢筋架之间的间距;固定件,固定件将成对的连接件相互固定,当两个连接件相互固定时,竖向倒钩对称分布于剪力墙横向钢筋的两侧,横向倒钩对称分布于剪力墙竖向钢筋的两侧,连接杆的两端分别与剪力墙的墙板抵接,解决了传统的剪力墙在混凝土的浇筑过程中,剪力墙内的钢筋容易发生位移,影响剪力墙内部构造和稳定性能的问题。
Construction device and method for preventing displacement of shear wall steel bars
一种剪力墙钢筋防位移的施工装置及方法
YANG YUFEN (Autor:in) / ZHAO HONGXIN (Autor:in) / ZHOU JIA (Autor:in) / LIU MIN (Autor:in) / LIU YAO (Autor:in) / LIU JIAN (Autor:in)
27.06.2023
Patent
Elektronische Ressource
Chinesisch
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