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A platform for research: civil engineering, architecture and urbanism
Prefabricated column based on embedded sleeve, beam-column connecting joint and construction method
The invention discloses a fabricated column based on embedded sleeves, a beam-column connecting joint and a construction method. The fabricated column comprises a concrete column body (1), a steel reinforcement framework (2) is arranged in the concrete column body (1), and embedded sleeve assemblies (3) corresponding to beam longitudinal bars in position are arranged on the steel reinforcement framework (2). The beam column connecting joint comprises a concrete prefabricated column (5) adopting the prefabricated column based on the embedded sleeve, and the side face of the concrete prefabricated column (5) is connected with a cast-in-place beam (6). And a beam longitudinal bar in the cast-in-place beam (6) is connected with an embedded sleeve in the concrete prefabricated column (5). According to the fabricated column, on one hand, splicing can be conducted by avoiding a floor, the quality is controllable, on the other hand, the construction procedures of a beam-column joint area can be reduced, and the labor cost is reduced.
本发明公开了一种基于预埋套筒的装配式柱、梁柱连接节点及施工方法，装配式柱包括混凝土柱体(1)，混凝土柱体(1)内设有钢筋骨架(2)，钢筋骨架(2)上与梁纵筋位置相对应的预埋套筒组件(3)。梁柱连接节点包括采用前述的基于预埋套筒的装配式柱的混凝土预制柱(5)，混凝土预制柱(5)侧面连接有现浇梁(6)；所述现浇梁(6)内的梁纵筋与混凝土预制柱(5)内的预埋套筒相连。本发明的装配式柱一方面可以避开楼面处进行拼接且质量可控，另一方面还可以减少梁柱节点区施工工序、降低人力成本。
Prefabricated column based on embedded sleeve, beam-column connecting joint and construction method
The invention discloses a fabricated column based on embedded sleeves, a beam-column connecting joint and a construction method. The fabricated column comprises a concrete column body (1), a steel reinforcement framework (2) is arranged in the concrete column body (1), and embedded sleeve assemblies (3) corresponding to beam longitudinal bars in position are arranged on the steel reinforcement framework (2). The beam column connecting joint comprises a concrete prefabricated column (5) adopting the prefabricated column based on the embedded sleeve, and the side face of the concrete prefabricated column (5) is connected with a cast-in-place beam (6). And a beam longitudinal bar in the cast-in-place beam (6) is connected with an embedded sleeve in the concrete prefabricated column (5). According to the fabricated column, on one hand, splicing can be conducted by avoiding a floor, the quality is controllable, on the other hand, the construction procedures of a beam-column joint area can be reduced, and the labor cost is reduced.
本发明公开了一种基于预埋套筒的装配式柱、梁柱连接节点及施工方法，装配式柱包括混凝土柱体(1)，混凝土柱体(1)内设有钢筋骨架(2)，钢筋骨架(2)上与梁纵筋位置相对应的预埋套筒组件(3)。梁柱连接节点包括采用前述的基于预埋套筒的装配式柱的混凝土预制柱(5)，混凝土预制柱(5)侧面连接有现浇梁(6)；所述现浇梁(6)内的梁纵筋与混凝土预制柱(5)内的预埋套筒相连。本发明的装配式柱一方面可以避开楼面处进行拼接且质量可控，另一方面还可以减少梁柱节点区施工工序、降低人力成本。
Prefabricated column based on embedded sleeve, beam-column connecting joint and construction method
基于预埋套筒的装配式柱、梁柱连接节点及施工方法
XU QUANBIAO (author) / LI BENYUE (author) / MA LIJUAN (author) / WANG YUXUAN (author) / JIN YINGJUN (author) / HU BINTAO (author) / YANG XIAOBO (author) / LOU BOLONG (author)
2023-11-03
Patent
Electronic Resource
Chinese
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