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Novel prefabricated assembly type shear wall horizontal joint structure and construction method
The invention discloses a novel prefabricated assembly type shear wall horizontal joint structure and a construction method, and relates to the technical field of building structure engineering. The four high-strength ribbed longitudinal bars are evenly arranged on the two sides of the prefabricated shear wall, the five hoop-shaped high-strength ribbed steel bars evenly and horizontally surround the four high-strength ribbed longitudinal bars and are perpendicularly distributed in the prefabricated shear wall, and the hoop-shaped high-strength ribbed steel bars and the high-strength ribbed longitudinal bars are connected in a binding mode through binding wires. Inner cavities in the two sides of the prefabricated shear wall are fixedly connected with the square steel tube bundles, H-shaped steel connecting pieces are installed between the upper ends and the lower ends of every two adjacent square steel tube bundles, and the H-shaped steel connecting pieces and the square steel tube bundles are fixed through high-strength bolts. And meanwhile, the safety of the structure can be guaranteed, the building period is shortened, and the connecting mode has great social benefits and economic benefits.
本发明公开了一种新型预制装配式剪力墙水平节点的结构及施工方法，它涉及建筑结构工程技术领域；四根高强带肋纵筋平均设置在预制剪力墙的两侧，五根箍形高强带肋钢筋均匀水平环绕住四根高强带肋纵筋，且垂直分布在预制剪力墙内，所述箍形高强带肋钢筋与高强带肋纵筋之间通过扎丝捆绑连接，所述预制剪力墙的两侧内腔均与方型钢管束保持固定连接，相邻两块方型钢管束的上下两端之间均安装有H型钢连接件，并通过高强螺栓将H型钢连接件与方型钢管束进行固定，本发明能使装配式建筑在搭建环节降低能耗、减少建筑垃圾，同时也能保证结构的安全性、缩短建筑周期，该连接方式具有较大的社会效益和经济效益。
Novel prefabricated assembly type shear wall horizontal joint structure and construction method
The invention discloses a novel prefabricated assembly type shear wall horizontal joint structure and a construction method, and relates to the technical field of building structure engineering. The four high-strength ribbed longitudinal bars are evenly arranged on the two sides of the prefabricated shear wall, the five hoop-shaped high-strength ribbed steel bars evenly and horizontally surround the four high-strength ribbed longitudinal bars and are perpendicularly distributed in the prefabricated shear wall, and the hoop-shaped high-strength ribbed steel bars and the high-strength ribbed longitudinal bars are connected in a binding mode through binding wires. Inner cavities in the two sides of the prefabricated shear wall are fixedly connected with the square steel tube bundles, H-shaped steel connecting pieces are installed between the upper ends and the lower ends of every two adjacent square steel tube bundles, and the H-shaped steel connecting pieces and the square steel tube bundles are fixed through high-strength bolts. And meanwhile, the safety of the structure can be guaranteed, the building period is shortened, and the connecting mode has great social benefits and economic benefits.
本发明公开了一种新型预制装配式剪力墙水平节点的结构及施工方法，它涉及建筑结构工程技术领域；四根高强带肋纵筋平均设置在预制剪力墙的两侧，五根箍形高强带肋钢筋均匀水平环绕住四根高强带肋纵筋，且垂直分布在预制剪力墙内，所述箍形高强带肋钢筋与高强带肋纵筋之间通过扎丝捆绑连接，所述预制剪力墙的两侧内腔均与方型钢管束保持固定连接，相邻两块方型钢管束的上下两端之间均安装有H型钢连接件，并通过高强螺栓将H型钢连接件与方型钢管束进行固定，本发明能使装配式建筑在搭建环节降低能耗、减少建筑垃圾，同时也能保证结构的安全性、缩短建筑周期，该连接方式具有较大的社会效益和经济效益。
Novel prefabricated assembly type shear wall horizontal joint structure and construction method
一种新型预制装配式剪力墙水平节点的结构及施工方法
WANG CHENGYUAN (author) / ZHANG YUCHENG (author)
2022-07-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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