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Prefabricated shear wall system with vertical connection form and installation implementation method of prefabricated shear wall system
The invention discloses a prefabricated shear wall system with a novel vertical connection form and an installation implementation method thereof. The prefabricated shear wall system comprises prefabricated shear walls and connecting pieces, and the two prefabricated shear walls connected up and down form an integral shear wall through the connecting pieces; a non-edge component area and an edge component area are arranged on the prefabricated shear wall; a metal corrugated pipe is pre-buried in the non-edge component area, a steel cylinder is pre-buried in the edge component area, a steel bar is inserted into the metal corrugated pipe, a connecting piece is inserted into the steel cylinder, and slurry is poured into the steel cylinder to achieve vertical steel bar connection of the shear wall. The shear wall of the modular building is prefabricated in a factory, the non-edge component area is vertically connected through the pre-embedded metal corrugated pipe, the edge component area adopts the novel grouting connection joint, the reliability of vertical connection of the modular shear wall is guaranteed, and the connection problem of an existing modular shear wall can be effectively solved.
本发明公开一种带新型竖向连接形式的预制剪力墙体系及其安装实现方法,包括:预制剪力墙及连接件,两上下相连的预制剪力墙通过连接件形成整体剪力墙;所述预制剪力墙上设有非边缘构件区、边缘构件区;所述非边缘构件区预埋有金属波纹管,所述边缘构件区预埋有钢筒,在金属波纹管内插入钢筋,在钢筒内插入连接件并灌入浆料以实现剪力墙竖向钢筋连接。本发明中模块化建筑的剪力墙在工厂预制,竖向连接在非边缘构件区采用预埋金属波纹管、边缘构件区采用新型灌浆连接节点,保证模块剪力墙竖向连接的可靠性,可以有效解决现有模块剪力墙的连接问题。
Prefabricated shear wall system with vertical connection form and installation implementation method of prefabricated shear wall system
The invention discloses a prefabricated shear wall system with a novel vertical connection form and an installation implementation method thereof. The prefabricated shear wall system comprises prefabricated shear walls and connecting pieces, and the two prefabricated shear walls connected up and down form an integral shear wall through the connecting pieces; a non-edge component area and an edge component area are arranged on the prefabricated shear wall; a metal corrugated pipe is pre-buried in the non-edge component area, a steel cylinder is pre-buried in the edge component area, a steel bar is inserted into the metal corrugated pipe, a connecting piece is inserted into the steel cylinder, and slurry is poured into the steel cylinder to achieve vertical steel bar connection of the shear wall. The shear wall of the modular building is prefabricated in a factory, the non-edge component area is vertically connected through the pre-embedded metal corrugated pipe, the edge component area adopts the novel grouting connection joint, the reliability of vertical connection of the modular shear wall is guaranteed, and the connection problem of an existing modular shear wall can be effectively solved.
本发明公开一种带新型竖向连接形式的预制剪力墙体系及其安装实现方法,包括:预制剪力墙及连接件,两上下相连的预制剪力墙通过连接件形成整体剪力墙;所述预制剪力墙上设有非边缘构件区、边缘构件区;所述非边缘构件区预埋有金属波纹管,所述边缘构件区预埋有钢筒,在金属波纹管内插入钢筋,在钢筒内插入连接件并灌入浆料以实现剪力墙竖向钢筋连接。本发明中模块化建筑的剪力墙在工厂预制,竖向连接在非边缘构件区采用预埋金属波纹管、边缘构件区采用新型灌浆连接节点,保证模块剪力墙竖向连接的可靠性,可以有效解决现有模块剪力墙的连接问题。
Prefabricated shear wall system with vertical connection form and installation implementation method of prefabricated shear wall system
一种带竖向连接形式的预制剪力墙体系及其安装实现方法
WANG QIONG (author) / LI ZHEN (author) / YAN CHEN (author) / LI CHAO (author) / ZHANG BAIYAN (author) / CHEN CHAOJUN (author) / MENG HUI (author)
2023-04-14
Patent
Electronic Resource
Chinese
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