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Assembly type prefabricated column connecting structure and construction method thereof
The invention relates to the technical field of fabricated buildings, and discloses a fabricated prefabricated column connecting structure and a construction method thereof.The fabricated prefabricated column connecting structure comprises a first connecting part and a second connecting part which are arranged at the two ends of a column body, the first connecting part comprises a plurality of connecting steel bars, and the second connecting part comprises a sleeve and a steel channel assembly; when two prefabricated columns are connected, one ends of the connecting steel bars are inserted into the sleeves, one ends of the sleeves penetrate through the bottom of the channel steel assembly to be fixedly connected with the channel steel assembly, the ends of the sleeves communicate with one another through the channel steel assembly, and the sleeves are connected through cooperation of the connecting steel bars and the sleeves. Connection is conducted in the mode that grouting is conducted firstly and then insertion is conducted, the connecting steel bar and the sleeve can make contact with cement paste more tightly, when the connecting steel bar and the sleeve are in butt joint, the groove in the channel steel assembly can collect redundant cement paste overflowing out of the sleeve when the connecting steel bar and the sleeve are in butt joint, and waste of the cement paste is avoided.
本发明涉及装配式建筑的技术领域,公开了一种装配式预制柱连接结构及其施工方法,设计包括设置在柱身两端的第一连接部和第二连接部,所述第一连接部包括若干连接钢筋,所述第二连接部包括套管和槽钢组件,在对两个预制柱进行连接时,所述连接钢筋的一端插入到套管内部,所述套管的一端穿过所述槽钢组件的底部与所述槽钢组件固定连接,所述槽钢组件将多个套管的端部进行相互连通,通过连接钢筋与套管的配合进行连接,采用先注浆再插入的方式进行连接,能使连接钢筋和套管与水泥浆之间接触得更加紧密,在连接钢筋和套管对接时,槽钢组件内的凹槽还能将连接钢筋和套管对接时从套管内溢出的多余水泥浆进行收集,避免水泥浆浪费。
Assembly type prefabricated column connecting structure and construction method thereof
The invention relates to the technical field of fabricated buildings, and discloses a fabricated prefabricated column connecting structure and a construction method thereof.The fabricated prefabricated column connecting structure comprises a first connecting part and a second connecting part which are arranged at the two ends of a column body, the first connecting part comprises a plurality of connecting steel bars, and the second connecting part comprises a sleeve and a steel channel assembly; when two prefabricated columns are connected, one ends of the connecting steel bars are inserted into the sleeves, one ends of the sleeves penetrate through the bottom of the channel steel assembly to be fixedly connected with the channel steel assembly, the ends of the sleeves communicate with one another through the channel steel assembly, and the sleeves are connected through cooperation of the connecting steel bars and the sleeves. Connection is conducted in the mode that grouting is conducted firstly and then insertion is conducted, the connecting steel bar and the sleeve can make contact with cement paste more tightly, when the connecting steel bar and the sleeve are in butt joint, the groove in the channel steel assembly can collect redundant cement paste overflowing out of the sleeve when the connecting steel bar and the sleeve are in butt joint, and waste of the cement paste is avoided.
本发明涉及装配式建筑的技术领域,公开了一种装配式预制柱连接结构及其施工方法,设计包括设置在柱身两端的第一连接部和第二连接部,所述第一连接部包括若干连接钢筋,所述第二连接部包括套管和槽钢组件,在对两个预制柱进行连接时,所述连接钢筋的一端插入到套管内部,所述套管的一端穿过所述槽钢组件的底部与所述槽钢组件固定连接,所述槽钢组件将多个套管的端部进行相互连通,通过连接钢筋与套管的配合进行连接,采用先注浆再插入的方式进行连接,能使连接钢筋和套管与水泥浆之间接触得更加紧密,在连接钢筋和套管对接时,槽钢组件内的凹槽还能将连接钢筋和套管对接时从套管内溢出的多余水泥浆进行收集,避免水泥浆浪费。
Assembly type prefabricated column connecting structure and construction method thereof
一种装配式预制柱连接结构及其施工方法
LIU YUAN (author) / HUANG CHAO (author) / LIU JIANYUAN (author) / HAN GUICHEN (author) / WANG YU (author) / WANG CHANG (author) / LIU ZHENPENG (author) / FENG WEINAN (author) / ZHAO YI (author) / HAN XIUFENG (author)
2024-11-22
Patent
Electronic Resource
Chinese
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