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A platform for research: civil engineering, architecture and urbanism
Prefabricated shear wall plate and cast-in-place part connecting structure and construction technology
The invention discloses a prefabricated shear wallboard and cast-in-place part connecting structure and a construction technology, and belongs to the technical field of prefabricated shear wallboard construction, the prefabricated shear wallboard and cast-in-place part connecting structure comprises two adjacent prefabricated shear wallboards, the adjacent side end faces of the two prefabricated shear wallboards extend to be provided with paired connecting steel bars, and the ends of the connecting steel bars are connected through M-shaped bent connecting parts; vertical cast-in-place part vertical steel bars penetrate through and are fixed to the bent positions of the connecting part of the two prefabricated shear wall plates correspondingly, and the bent positions of the two sides of the connecting part of the two prefabricated shear wall plates correspond to each other vertically. The four cast-in-place part vertical steel bars are clamped and positioned through the M-shaped bent connecting parts, particularly the two vertical steel bars A at the bent positions of the two sides of the connecting parts, so that firm connection and accurate positioning of the left prefabricated shear wall plate and the right prefabricated shear wall plate can be achieved, and when concrete is poured, the connecting parts on the two sides are clamped through the cast-in-place part vertical steel bars, so that the concrete pouring efficiency is improved. Outward displacement of the prefabricated shear wall plate is avoided, the pouring quality of a cast-in-place part is guaranteed, and the construction quality is guaranteed.
本发明公开一种预制剪力墙板与现浇部分连接结构及施工工艺，属于预制剪力墙板施工技术领域，包括两相邻设置的预制剪力墙板，两预制剪力墙板相邻侧端面延伸设有成对的连接钢筋，连接钢筋端部通过M形弯折的连接部连接；两预制剪力墙板的连接部弯折位置分别穿设并固定有竖立的现浇部分竖向钢筋，且两预制剪力墙板的连接部两侧折弯位置上下对应。通过M形弯折的连接部对四根现浇部分竖向钢筋进行卡合定位，尤其是连接部两侧弯折位置的两根竖向钢筋A，可实现左右两预制剪力墙板牢靠连接和精确定位，在浇筑混凝土时，通过现浇部分竖向钢筋对两侧连接部进行卡合，避免预制剪力墙板向外发生位移，保证现浇部分的浇筑质量，保证施工质量。
Prefabricated shear wall plate and cast-in-place part connecting structure and construction technology
The invention discloses a prefabricated shear wallboard and cast-in-place part connecting structure and a construction technology, and belongs to the technical field of prefabricated shear wallboard construction, the prefabricated shear wallboard and cast-in-place part connecting structure comprises two adjacent prefabricated shear wallboards, the adjacent side end faces of the two prefabricated shear wallboards extend to be provided with paired connecting steel bars, and the ends of the connecting steel bars are connected through M-shaped bent connecting parts; vertical cast-in-place part vertical steel bars penetrate through and are fixed to the bent positions of the connecting part of the two prefabricated shear wall plates correspondingly, and the bent positions of the two sides of the connecting part of the two prefabricated shear wall plates correspond to each other vertically. The four cast-in-place part vertical steel bars are clamped and positioned through the M-shaped bent connecting parts, particularly the two vertical steel bars A at the bent positions of the two sides of the connecting parts, so that firm connection and accurate positioning of the left prefabricated shear wall plate and the right prefabricated shear wall plate can be achieved, and when concrete is poured, the connecting parts on the two sides are clamped through the cast-in-place part vertical steel bars, so that the concrete pouring efficiency is improved. Outward displacement of the prefabricated shear wall plate is avoided, the pouring quality of a cast-in-place part is guaranteed, and the construction quality is guaranteed.
本发明公开一种预制剪力墙板与现浇部分连接结构及施工工艺，属于预制剪力墙板施工技术领域，包括两相邻设置的预制剪力墙板，两预制剪力墙板相邻侧端面延伸设有成对的连接钢筋，连接钢筋端部通过M形弯折的连接部连接；两预制剪力墙板的连接部弯折位置分别穿设并固定有竖立的现浇部分竖向钢筋，且两预制剪力墙板的连接部两侧折弯位置上下对应。通过M形弯折的连接部对四根现浇部分竖向钢筋进行卡合定位，尤其是连接部两侧弯折位置的两根竖向钢筋A，可实现左右两预制剪力墙板牢靠连接和精确定位，在浇筑混凝土时，通过现浇部分竖向钢筋对两侧连接部进行卡合，避免预制剪力墙板向外发生位移，保证现浇部分的浇筑质量，保证施工质量。
Prefabricated shear wall plate and cast-in-place part connecting structure and construction technology
一种预制剪力墙板与现浇部分连接结构及施工工艺
SHI ZHENHUA (author) / ZHENG JIANKANG (author) / ZHENG LICHANG (author) / ZHOU SHUN (author) / ZHANG QI (author) / LUAN XINGTAO (author)
2023-05-09
Patent
Electronic Resource
Chinese
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