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Prefabricated column and cast-in-place beam connecting joint structure and construction method
The invention discloses a prefabricated column and cast-in-place beam connecting joint structure and a construction method, and belongs to the technical field of constructional engineering. Comprising a pre-embedded steel plate, a shear key and at least two rows of pre-embedded sleeve assemblies, each pre-embedded sleeve assembly comprises an anchoring steel bar with threads at the two ends, the two ends of each anchoring steel bar are in threaded connection with a pre-embedded sleeve body, and a threaded blind hole is formed in the end, away from the corresponding anchoring steel bar, of each pre-embedded sleeve body; the pre-embedded steel plate is arranged between the two rows of pre-embedded sleeve assemblies, and the shear key is welded to the outer surface of the pre-embedded steel plate. The connecting joint structure has enough strength, the bearing capacity of the connecting joint structure is ensured, the structure is safe and reliable, the outer end face of the pre-embedded sleeve body and the outer side face of the pre-embedded steel plate are flush with the outer side face of the prefabricated column after construction, the outer side face of the prefabricated column is free of protruding structures such as brackets and joint bars, the structure of the prefabricated column is simplified conveniently, and the construction efficiency is improved. And the prefabricated column is convenient to manufacture, store, transport and hoist and is more attractive.
本发明公开了一种预制柱与现浇梁连接节点结构及施工方法,属于建筑工程技术领域。包括预埋钢板、抗剪键及至少两排预埋套筒组件,所述预埋套筒组件包括两端设有螺纹的锚固钢筋,所述锚固钢筋两端螺纹连接有预埋套筒本体,所述预埋套筒本体远离所述锚固钢筋的一端开设有螺纹盲孔;所述预埋钢板设置于两排所述预埋套筒组件之间,所述抗剪键焊接于所述预埋钢板外表面。上述连接节点结构,具有足够的强度,确保连接节点结构的承载力,结构安全可靠,施工后的预埋套筒本体外端面及预埋钢板外侧面均与预制柱外侧面平齐,使预制柱外侧面无牛腿插筋等突出结构,便于简化预制柱结构,利于预制柱的制作、存放、运输及吊装,预制柱也更美观。
Prefabricated column and cast-in-place beam connecting joint structure and construction method
The invention discloses a prefabricated column and cast-in-place beam connecting joint structure and a construction method, and belongs to the technical field of constructional engineering. Comprising a pre-embedded steel plate, a shear key and at least two rows of pre-embedded sleeve assemblies, each pre-embedded sleeve assembly comprises an anchoring steel bar with threads at the two ends, the two ends of each anchoring steel bar are in threaded connection with a pre-embedded sleeve body, and a threaded blind hole is formed in the end, away from the corresponding anchoring steel bar, of each pre-embedded sleeve body; the pre-embedded steel plate is arranged between the two rows of pre-embedded sleeve assemblies, and the shear key is welded to the outer surface of the pre-embedded steel plate. The connecting joint structure has enough strength, the bearing capacity of the connecting joint structure is ensured, the structure is safe and reliable, the outer end face of the pre-embedded sleeve body and the outer side face of the pre-embedded steel plate are flush with the outer side face of the prefabricated column after construction, the outer side face of the prefabricated column is free of protruding structures such as brackets and joint bars, the structure of the prefabricated column is simplified conveniently, and the construction efficiency is improved. And the prefabricated column is convenient to manufacture, store, transport and hoist and is more attractive.
本发明公开了一种预制柱与现浇梁连接节点结构及施工方法,属于建筑工程技术领域。包括预埋钢板、抗剪键及至少两排预埋套筒组件,所述预埋套筒组件包括两端设有螺纹的锚固钢筋,所述锚固钢筋两端螺纹连接有预埋套筒本体,所述预埋套筒本体远离所述锚固钢筋的一端开设有螺纹盲孔;所述预埋钢板设置于两排所述预埋套筒组件之间,所述抗剪键焊接于所述预埋钢板外表面。上述连接节点结构,具有足够的强度,确保连接节点结构的承载力,结构安全可靠,施工后的预埋套筒本体外端面及预埋钢板外侧面均与预制柱外侧面平齐,使预制柱外侧面无牛腿插筋等突出结构,便于简化预制柱结构,利于预制柱的制作、存放、运输及吊装,预制柱也更美观。
Prefabricated column and cast-in-place beam connecting joint structure and construction method
一种预制柱与现浇梁连接节点结构及施工方法
JIANG ZHE (Autor:in) / WANG MEIQI (Autor:in)
24.09.2024
Patent
Elektronische Ressource
Chinesisch
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