Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Shear wall vertical joint connecting structure, shear wall structure and construction method
The invention discloses a shear wall vertical joint connecting structure, a shear wall structure and a construction method, and relates to the technical field of prefabricated shear wall vertical joint connection. The connecting structure comprises first channel steel, second channel steel and multiple batten plate assemblies; one of the two spliced end faces of a first prefabricated shear wall and a second prefabricated shear wall is wrapped with the first channel steel, and the other one is wrapped with the second channel steel; and each batten plate assembly comprises two batten plates, a first connecting rod and a second connecting rod, wherein each two batten plates are symmetrically arranged on the two opposite sides of the splicing position of the first prefabricated shear wall andthe second prefabricated shear wall, each two batten plates are connected through the corresponding first connecting rod and the corresponding second connecting rod, the first connecting rods penetrate through the first steel channel and the first prefabricated shear wall, and the second connecting rods penetrate through the second steel channel and the second prefabricated shear wall. According to the shear wall vertical joint connecting structure, the shear wall structure and the construction method, the modular construction of the prefabricated shear walls is achieved, the construction process is simplified, and the construction efficiency is improved.
本发明公开一种剪力墙竖缝连接结构、剪力墙结构及施工方法，涉及预制装配式剪力墙竖缝连接技术领域，连接结构包括：第一槽钢、第二槽钢以及多个缀板组件，第一预制剪力墙和第二预制剪力墙二者相拼接的两个端面二者之一外包有第一槽钢、另一者外包有第二槽钢，各缀板组件均包括两个缀板、第一连接杆以及第二连接杆，两个缀板对称设置于第一预制剪力墙和第二预制剪力墙拼接位置相对的两侧，两个缀板通过第一连接杆和第二连接杆连接，且第一连接杆贯穿第一槽钢和第一预制剪力墙，第二连接杆贯穿第二槽钢以及第二预制剪力墙。该剪力墙竖缝连接结构、剪力墙结构及施工方法实现预制剪力墙的模块化施工，简化了施工工艺，提高了施工效率。
Shear wall vertical joint connecting structure, shear wall structure and construction method
The invention discloses a shear wall vertical joint connecting structure, a shear wall structure and a construction method, and relates to the technical field of prefabricated shear wall vertical joint connection. The connecting structure comprises first channel steel, second channel steel and multiple batten plate assemblies; one of the two spliced end faces of a first prefabricated shear wall and a second prefabricated shear wall is wrapped with the first channel steel, and the other one is wrapped with the second channel steel; and each batten plate assembly comprises two batten plates, a first connecting rod and a second connecting rod, wherein each two batten plates are symmetrically arranged on the two opposite sides of the splicing position of the first prefabricated shear wall andthe second prefabricated shear wall, each two batten plates are connected through the corresponding first connecting rod and the corresponding second connecting rod, the first connecting rods penetrate through the first steel channel and the first prefabricated shear wall, and the second connecting rods penetrate through the second steel channel and the second prefabricated shear wall. According to the shear wall vertical joint connecting structure, the shear wall structure and the construction method, the modular construction of the prefabricated shear walls is achieved, the construction process is simplified, and the construction efficiency is improved.
本发明公开一种剪力墙竖缝连接结构、剪力墙结构及施工方法，涉及预制装配式剪力墙竖缝连接技术领域，连接结构包括：第一槽钢、第二槽钢以及多个缀板组件，第一预制剪力墙和第二预制剪力墙二者相拼接的两个端面二者之一外包有第一槽钢、另一者外包有第二槽钢，各缀板组件均包括两个缀板、第一连接杆以及第二连接杆，两个缀板对称设置于第一预制剪力墙和第二预制剪力墙拼接位置相对的两侧，两个缀板通过第一连接杆和第二连接杆连接，且第一连接杆贯穿第一槽钢和第一预制剪力墙，第二连接杆贯穿第二槽钢以及第二预制剪力墙。该剪力墙竖缝连接结构、剪力墙结构及施工方法实现预制剪力墙的模块化施工，简化了施工工艺，提高了施工效率。
Shear wall vertical joint connecting structure, shear wall structure and construction method
剪力墙竖缝连接结构、剪力墙结构及施工方法
CHEN JIANWEI (Autor:in) / WANG ZHANWEN (Autor:in) / ZHANG RUI (Autor:in) / WANG SHUYONG (Autor:in) / YAO JIUSHUN (Autor:in) / MA ZHIJUN (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
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