Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Reverse steel pipe column beam-column joint connecting structure and construction method
The invention relates to a top-down steel pipe column beam-column joint connecting structure which is characterized in that a plurality of rivets are arranged on the circumferential outer wall of a steel pipe column, an upper joint assembly and a lower joint assembly are arranged on the circumferential outer wall of the steel pipe column, and the upper joint assembly and the lower joint assembly are the same in structure; the upper node assembly and the lower node assembly each comprise at least one first node ring and at least one second node ring, and the first node rings and the second node rings are the same in structure. The first node ring and the second node ring respectively comprise two first semi-ring plates and two second semi-ring plates, and the two first semi-ring plates and the two second semi-ring plates are fixedly connected with the circumferential outer wall of the steel pipe column; the problems that according to a common column-through beam-column joint, a reinforcing ring needs to be welded to the surface of a concrete-filled steel tube column, a beam steel bar is connected with the concrete-filled steel tube column by being welded to a reinforcing ring plate, for high-rise and super high-rise structures with large upper structure loads, a large number of circumferential stirrups still need to be bound on site at the beam-column joint, and construction is tedious are solved.
本发明涉及一种逆作钢管柱梁柱节点连接结构，钢管柱的圆周外壁设有多个铆钉，钢管柱的圆周外壁设有上节点组件和下节点组件，上节点组件和下节点组件结构相同；上节点组件和下节点组件均包括至少一个第一节点环和第二节点环，第一节点环和第二节点环结构相同；第一节点环和第二节点环分别包括两个第一半环板和两个第二半环板，两个第一半环板和两个第二半环板均与钢管柱的圆周外壁固定连接；解决常用的柱贯通梁柱节点需要在钢管混凝土柱表面焊接加强环，梁钢筋通过焊接在加强环板上和钢管混凝土柱连接，对于上部结构荷载较大的高层和超高层结构，梁柱节点处仍需要现场绑扎大量环向箍筋，施工繁琐的问题。
Reverse steel pipe column beam-column joint connecting structure and construction method
The invention relates to a top-down steel pipe column beam-column joint connecting structure which is characterized in that a plurality of rivets are arranged on the circumferential outer wall of a steel pipe column, an upper joint assembly and a lower joint assembly are arranged on the circumferential outer wall of the steel pipe column, and the upper joint assembly and the lower joint assembly are the same in structure; the upper node assembly and the lower node assembly each comprise at least one first node ring and at least one second node ring, and the first node rings and the second node rings are the same in structure. The first node ring and the second node ring respectively comprise two first semi-ring plates and two second semi-ring plates, and the two first semi-ring plates and the two second semi-ring plates are fixedly connected with the circumferential outer wall of the steel pipe column; the problems that according to a common column-through beam-column joint, a reinforcing ring needs to be welded to the surface of a concrete-filled steel tube column, a beam steel bar is connected with the concrete-filled steel tube column by being welded to a reinforcing ring plate, for high-rise and super high-rise structures with large upper structure loads, a large number of circumferential stirrups still need to be bound on site at the beam-column joint, and construction is tedious are solved.
本发明涉及一种逆作钢管柱梁柱节点连接结构，钢管柱的圆周外壁设有多个铆钉，钢管柱的圆周外壁设有上节点组件和下节点组件，上节点组件和下节点组件结构相同；上节点组件和下节点组件均包括至少一个第一节点环和第二节点环，第一节点环和第二节点环结构相同；第一节点环和第二节点环分别包括两个第一半环板和两个第二半环板，两个第一半环板和两个第二半环板均与钢管柱的圆周外壁固定连接；解决常用的柱贯通梁柱节点需要在钢管混凝土柱表面焊接加强环，梁钢筋通过焊接在加强环板上和钢管混凝土柱连接，对于上部结构荷载较大的高层和超高层结构，梁柱节点处仍需要现场绑扎大量环向箍筋，施工繁琐的问题。
Reverse steel pipe column beam-column joint connecting structure and construction method
一种逆作钢管柱梁柱节点连接结构及施工方法
WANG XIAOLIN (Autor:in) / ZHANG MING (Autor:in) / CHEN GUOXIANG (Autor:in) / WANG WEI (Autor:in) / ZHAO QIANG (Autor:in) / YANG YUSHENG (Autor:in) / CHEN RUI (Autor:in)
11.10.2022
Patent
Elektronische Ressource
Chinesisch
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