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A platform for research: civil engineering, architecture and urbanism
Assembly type reinforced concrete shear wall vertical connecting structure and construction method thereof
The invention discloses a fabricated reinforced concrete shear wall vertical connecting structure and a construction method thereof, and belongs to the field of concrete shear walls. The fabricated reinforced concrete shear wall vertical connecting structure comprises a first concrete shear wall main body and a second concrete shear wall main body, and a plurality of transverse steel bars and longitudinal steel bars which are crisscrossed are arranged in the first concrete shear wall main body and the second concrete shear wall main body; the first concrete shear wall main body and the second concrete shear wall main body can be preliminarily fixed through the connecting piece; the first concrete shear wall body and the second concrete shear wall body are further fixed by pouring concrete at the butt joint ends between the first concrete shear wall body and the connecting piece and between the second concrete shear wall body and the connecting piece, operation is easy, bolt splicing is not needed, and the installation efficiency is high.
本发明公开了一种装配式钢筋混凝土剪力墙竖向连接结构及其施工方法，属于混凝土剪力墙领域。一种装配式钢筋混凝土剪力墙竖向连接结构及其施工方法，包括第一混凝土剪力墙主体和第二混凝土剪力墙主体，第一混凝土剪力墙主体和第二混凝土剪力墙主体内均设有多个纵横交错的横向钢筋和纵向钢筋，可以通过连接件对第一混凝土剪力墙主体和第二混凝土剪力墙主体之间进行初步固定，通过在第一混凝土剪力墙主体和第二混凝土剪力墙主体与连接件之间的对接端浇筑混凝土进一步固定第一混凝土剪力墙主体和第二混凝土剪力墙主体，操作简单，不需要螺栓拼接，安装效率较高。
Assembly type reinforced concrete shear wall vertical connecting structure and construction method thereof
The invention discloses a fabricated reinforced concrete shear wall vertical connecting structure and a construction method thereof, and belongs to the field of concrete shear walls. The fabricated reinforced concrete shear wall vertical connecting structure comprises a first concrete shear wall main body and a second concrete shear wall main body, and a plurality of transverse steel bars and longitudinal steel bars which are crisscrossed are arranged in the first concrete shear wall main body and the second concrete shear wall main body; the first concrete shear wall main body and the second concrete shear wall main body can be preliminarily fixed through the connecting piece; the first concrete shear wall body and the second concrete shear wall body are further fixed by pouring concrete at the butt joint ends between the first concrete shear wall body and the connecting piece and between the second concrete shear wall body and the connecting piece, operation is easy, bolt splicing is not needed, and the installation efficiency is high.
本发明公开了一种装配式钢筋混凝土剪力墙竖向连接结构及其施工方法，属于混凝土剪力墙领域。一种装配式钢筋混凝土剪力墙竖向连接结构及其施工方法，包括第一混凝土剪力墙主体和第二混凝土剪力墙主体，第一混凝土剪力墙主体和第二混凝土剪力墙主体内均设有多个纵横交错的横向钢筋和纵向钢筋，可以通过连接件对第一混凝土剪力墙主体和第二混凝土剪力墙主体之间进行初步固定，通过在第一混凝土剪力墙主体和第二混凝土剪力墙主体与连接件之间的对接端浇筑混凝土进一步固定第一混凝土剪力墙主体和第二混凝土剪力墙主体，操作简单，不需要螺栓拼接，安装效率较高。
Assembly type reinforced concrete shear wall vertical connecting structure and construction method thereof
一种装配式钢筋混凝土剪力墙竖向连接结构及其施工方法
LI SHENGQI (author) / LEE KUO-CHUN (author)
2023-10-27
Patent
Electronic Resource
Chinese
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