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A platform for research: civil engineering, architecture and urbanism
Assembly type shear wall vertical seam connecting structure and construction method
The invention relates to a fabricated shear wall vertical seam connecting structure and method.The fabricated shear wall vertical seam connecting structure comprises two shear walls adjacent in the horizontal direction, H-shaped steel is pre-buried in the splicing sides of the two shear walls, and webs of the H-shaped steel extend to the outer sides of the shear walls and are connected with splicing side flanges; the splicing side wing edges of the H-shaped steel pre-embedded in the two shear walls are fixedly connected through threaded fasteners, the space between the two shear walls is filled with the concrete filling structure, and the splicing side wing edges of the H-shaped steel and the web parts extending out of the outer sides of the shear walls are embedded into the concrete filling structure. The connecting structure is good in stability.
本发明涉及一种装配式剪力墙竖缝连接结构及方法，包括在水平方向上相邻的两个剪力墙，两个剪力墙拼接侧均预埋有H型钢，H型钢的腹板伸出至剪力墙外侧并与拼接侧翼缘连接，两个剪力墙预埋的H型钢的拼接侧翼缘通过螺纹紧固件固定连接，两个剪力墙之间空间填充混凝土填充结构，H型钢的拼接侧翼缘以及伸出至剪力墙外侧的腹板部分埋入混凝土填充结构中，采用本发明的连接结构缩短了施工周期，连接结构稳定性好。
Assembly type shear wall vertical seam connecting structure and construction method
The invention relates to a fabricated shear wall vertical seam connecting structure and method.The fabricated shear wall vertical seam connecting structure comprises two shear walls adjacent in the horizontal direction, H-shaped steel is pre-buried in the splicing sides of the two shear walls, and webs of the H-shaped steel extend to the outer sides of the shear walls and are connected with splicing side flanges; the splicing side wing edges of the H-shaped steel pre-embedded in the two shear walls are fixedly connected through threaded fasteners, the space between the two shear walls is filled with the concrete filling structure, and the splicing side wing edges of the H-shaped steel and the web parts extending out of the outer sides of the shear walls are embedded into the concrete filling structure. The connecting structure is good in stability.
本发明涉及一种装配式剪力墙竖缝连接结构及方法，包括在水平方向上相邻的两个剪力墙，两个剪力墙拼接侧均预埋有H型钢，H型钢的腹板伸出至剪力墙外侧并与拼接侧翼缘连接，两个剪力墙预埋的H型钢的拼接侧翼缘通过螺纹紧固件固定连接，两个剪力墙之间空间填充混凝土填充结构，H型钢的拼接侧翼缘以及伸出至剪力墙外侧的腹板部分埋入混凝土填充结构中，采用本发明的连接结构缩短了施工周期，连接结构稳定性好。
Assembly type shear wall vertical seam connecting structure and construction method
一种装配式剪力墙竖缝连接结构及施工方法
SUN CHONGFANG (author) / LIU YUHU (author) / ZHU LONGYAO (author) / WANG TIANYANG (author) / YIN RUI (author)
2023-09-08
Patent
Electronic Resource
Chinese
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