A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Double-steel-plate composite shear wall connecting joint structure and construction method thereof
The invention discloses a double-steel-plate combined shear wall connecting joint structure which comprises an upper-layer double-steel-plate combined shear wall, a lower-layer double-steel-plate combined shear wall and through transverse partition plates arranged on the upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall correspondingly. The upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall are spliced through the through transverse partition plate, the splicing position is located at the same elevation position of the upper flanges of the steel beams, and the floor slab is connected to the connecting position of the upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall through the outwards-extending through transverse partition plate. The connecting structure is reliable in structure and high in strength, the novel connecting mode that the double-steel-plate combined shear wall is connected with the peripheral components is adopted, it can be seen through the connecting structure and the implementation steps of the connecting structure that the novel connecting mode is reasonable in structure, and rapid assembly construction of the double-steel-plate combined shear wall and the peripheral components can be achieved.
本发明公开了一种双钢板组合剪力墙连接节点结构，包括上层双钢板组合剪力墙和下层双钢板组合剪力墙以及分别设置在上层双钢板组合剪力墙和下层双钢板组合剪力墙上的贯通横隔板；上层双钢板组合剪力墙和下层双钢板组合剪力墙通过贯通横隔板进行拼接，且拼接位置处于钢梁的上翼缘处于同一标高处，楼板通过外伸的贯通横隔板连接在上层双钢板组合剪力墙和下层双钢板组合剪力墙的连接位置处。其结构可靠，强度高，采用双钢板组合剪力墙与周边构件连接的新型连接方式，通过其连接构造及其实现步骤中可以看出，这种新型连接形式在构造上具有合理性，能实现双钢板组合剪力墙与周边构件的快速装配施工。
Double-steel-plate composite shear wall connecting joint structure and construction method thereof
The invention discloses a double-steel-plate combined shear wall connecting joint structure which comprises an upper-layer double-steel-plate combined shear wall, a lower-layer double-steel-plate combined shear wall and through transverse partition plates arranged on the upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall correspondingly. The upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall are spliced through the through transverse partition plate, the splicing position is located at the same elevation position of the upper flanges of the steel beams, and the floor slab is connected to the connecting position of the upper-layer double-steel-plate combined shear wall and the lower-layer double-steel-plate combined shear wall through the outwards-extending through transverse partition plate. The connecting structure is reliable in structure and high in strength, the novel connecting mode that the double-steel-plate combined shear wall is connected with the peripheral components is adopted, it can be seen through the connecting structure and the implementation steps of the connecting structure that the novel connecting mode is reasonable in structure, and rapid assembly construction of the double-steel-plate combined shear wall and the peripheral components can be achieved.
本发明公开了一种双钢板组合剪力墙连接节点结构，包括上层双钢板组合剪力墙和下层双钢板组合剪力墙以及分别设置在上层双钢板组合剪力墙和下层双钢板组合剪力墙上的贯通横隔板；上层双钢板组合剪力墙和下层双钢板组合剪力墙通过贯通横隔板进行拼接，且拼接位置处于钢梁的上翼缘处于同一标高处，楼板通过外伸的贯通横隔板连接在上层双钢板组合剪力墙和下层双钢板组合剪力墙的连接位置处。其结构可靠，强度高，采用双钢板组合剪力墙与周边构件连接的新型连接方式，通过其连接构造及其实现步骤中可以看出，这种新型连接形式在构造上具有合理性，能实现双钢板组合剪力墙与周边构件的快速装配施工。
Double-steel-plate composite shear wall connecting joint structure and construction method thereof
一种双钢板组合剪力墙连接节点结构及其施工方法
HAN JIANHONG (author) / SHAN ZHIHAN (author)
2024-08-23
Patent
Electronic Resource
Chinese
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