(1 北京工业大学，北京市高层和大跨度预应力钢结构工程技术研究中心， 北京 100124；2 中国建筑第八工程局有限公司， 上海 200135) 

［摘要］研究了一种L形钢管混凝土柱-H型钢梁Z字形拼接节点的抗震性能，包括翼缘和腹板均拼接的节点和设置上、下部翼缘加劲肋替代腹板处拼接板的节点。通过对节点的拟静力试验和研究，获得了节点的滞回曲线、滑移荷载、屈服荷载、极限荷载、耗能能力、延性与刚度退化规律，分析腹板处拼接板和翼缘加劲肋对节点抗震性能的影响。研究结果表明：腹板处拼接板可以提高节点的屈服荷载和极限荷载。增加翼缘高强螺栓数量可以提高节点的滑移荷载，但会降低节点的延性性能。垂直加劲肋可以提高节点的屈服荷载、极限荷载和延性。对比有无上、下翼缘加劲肋的两组节点可知，上、下翼缘加劲肋可以提高节点的承载能力，有效传递拼接区的剪力，可代替腹板连接，该节点具有良好的延性和塑性转动能力。 

［关键词］钢结构；梁柱连接；悬臂梁段；抗震性能；破坏模式 

中图分类号：TU391 文献标识码：A文章编号：1002-848X(2021)23-0061-08

Seismic behavior of Z-shaped splicing joint between concrete-filled L-shaped steel tubular column and H-section beam 

LIU  Xuechun1,  IM MYONG HAK1,  CHEN  Xuesen1,  YU  Shaole2,  PAN  Junjun2 

(1 Beijing Engineering Research Centre of High-rise and Large-span Prestressed Steel Structures, Beijing Universty of Technology, Beijing 100124， China； 2 China Construction Eighth Engineering Division  Co., Ltd., Shanghai 200135， China) 

Abstract: The seismic performance of a Z-shaped splicing joint between concrete-filled L-shaped steel tubular column and H-section beam was studied, including joints with splicing flanges and webs, and joints with upper and lower flange stiffeners instead of splicing plates at the webs. Through the pseudo-static test and research on the joints, the hysteresis curve, slip load, yield load, peak load, energy consumption capacity, ductility and stiffness degradation law were obtained, and the effects of splicing plates and flange stiffeners at the web on the seismic performance of joint was analyzed. The research results show that the web splice plate can improve the yield load and peak load of the joint. Increasing the number of flange high-strength bolts can improve the joint′s slip load, but it will reduce the ductility performance. The vertical stiffener can increase the yield load, peak load and ductility of the joint. Comparing the two sets of joint with or without upper and lower flange stiffeners, it can be seen that the upper and lower flange stiffeners can improve the bearing capacity of the joint, effectively transmit the shear force in the splicing area, and can replace the web connection. The joints have good ductility and plastic rotation capacity. 

Keywords:steel structure； beam-column connection； cantilever-beam； seismic performance； failure mode

*北京市科学技术委员会项目（z171100002217017）。

 作者简介：刘学春，博士，教授，博士生导师，Email：liuxuechun@bjut.edu.cn; 通信作者：陈学森，博士，助理研究员，Email：chenxuesen@bjut.edu.cn。