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H-shaped steel beam-column connecting flange joint and preparation method
The invention discloses an H-shaped steel beam-column connecting flange joint and a preparation method. According to the H-shaped steel beam-column connecting flange joint, column end flange plates are connected to the ends of an upper column section and a lower column section of H-shaped steel correspondingly and fixedly connected with a joint core section through high-strength bolts correspondingly, a joint reinforcing piece is connected into the joint core section, and cavities of the column sections and the joint core section covered with the joint reinforcing piece are filled with grouting materials. The preparation method of the H-shaped steel beam-column connecting flange joint comprises the following steps that the joint core section and the joint reinforcing piece are connected into a joint area combination; the upper column section and the lower column section of the H-shaped steel are connected with the joint area combination through the high-strength bolts; an H-shaped steel column web and a longitudinal plate are connected; the H-shaped steel beam is connected with the upper column section and the lower column section of the H-shaped steel and the joint area combination through the high-strength bolts; and the cavities of the column sections and the joint core section covered with the joint reinforcing piece are filled with the grouting materials. According to theH-shaped steel beam-column connecting flange joint and the preparation method, connection of the H-shaped steel beam in the strong axis direction and the weak axis direction of an H-shaped steel column is considered simultaneously, operation is convenient and fast, and the mechanical property is reliable.
本发明公开了一种H型钢梁‑柱连接法兰节点及制备方法。其中,一种H型钢梁‑柱连接法兰节点为:H型钢上、下柱段端部均连接有柱端法兰盘,分别通过高强螺栓与节点核心段固定连接,节点核心段内连接有节点补强件,节点补强件覆盖的柱段及节点核心段腔内填充有灌浆料。其制备方法包括以下步骤:由节点核心段、节点补强件连接为节点区组合体;用高强螺栓连接H型钢上、下柱段及节点区组合体;连接H型钢柱腹板及纵板;用高强螺栓连接H型钢梁与H型钢上、下柱段、节点区组合体;在节点补强件覆盖的柱段及节点核心段腔内填充有灌浆料。本发明同时兼顾H型钢柱强、弱轴方向型钢梁的连接,操作便捷,力学性能可靠。
H-shaped steel beam-column connecting flange joint and preparation method
The invention discloses an H-shaped steel beam-column connecting flange joint and a preparation method. According to the H-shaped steel beam-column connecting flange joint, column end flange plates are connected to the ends of an upper column section and a lower column section of H-shaped steel correspondingly and fixedly connected with a joint core section through high-strength bolts correspondingly, a joint reinforcing piece is connected into the joint core section, and cavities of the column sections and the joint core section covered with the joint reinforcing piece are filled with grouting materials. The preparation method of the H-shaped steel beam-column connecting flange joint comprises the following steps that the joint core section and the joint reinforcing piece are connected into a joint area combination; the upper column section and the lower column section of the H-shaped steel are connected with the joint area combination through the high-strength bolts; an H-shaped steel column web and a longitudinal plate are connected; the H-shaped steel beam is connected with the upper column section and the lower column section of the H-shaped steel and the joint area combination through the high-strength bolts; and the cavities of the column sections and the joint core section covered with the joint reinforcing piece are filled with the grouting materials. According to theH-shaped steel beam-column connecting flange joint and the preparation method, connection of the H-shaped steel beam in the strong axis direction and the weak axis direction of an H-shaped steel column is considered simultaneously, operation is convenient and fast, and the mechanical property is reliable.
本发明公开了一种H型钢梁‑柱连接法兰节点及制备方法。其中,一种H型钢梁‑柱连接法兰节点为:H型钢上、下柱段端部均连接有柱端法兰盘,分别通过高强螺栓与节点核心段固定连接,节点核心段内连接有节点补强件,节点补强件覆盖的柱段及节点核心段腔内填充有灌浆料。其制备方法包括以下步骤:由节点核心段、节点补强件连接为节点区组合体;用高强螺栓连接H型钢上、下柱段及节点区组合体;连接H型钢柱腹板及纵板;用高强螺栓连接H型钢梁与H型钢上、下柱段、节点区组合体;在节点补强件覆盖的柱段及节点核心段腔内填充有灌浆料。本发明同时兼顾H型钢柱强、弱轴方向型钢梁的连接,操作便捷,力学性能可靠。
H-shaped steel beam-column connecting flange joint and preparation method
H型钢梁-柱连接法兰节点及制备方法
GAO CHAO (author) / SHAO BO (author) / LIANG CHENG (author) / DONG SHUN (author)
2020-12-08
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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