不规则布置梁双层加强环式梁柱节点的试验研究

广东工业大学学报 ›› 2008, Vol. 25 ›› Issue (1): 77-80.

不规则布置梁双层加强环式梁柱节点的试验研究

华南理工大学建筑学院；华南理工大学建筑学院广东广州510640；华南理工大学亚热带建筑教育部重点实验室；广东广州510640；

出版日期:2008-01-01 发布日期:2008-01-01
基金资助:
广东省自然科学基金资助项目(0209650);华南理工大学自然科学基金资助项目(304-E5040510)

Experimental Research on Steel Beam-column Joint Strengthened by Plate Ring with Irregularly Arranged Double Levels Beam

(1.College of Architecture and Civil Engineering,2.Key Laboratory of Subtropic Architecture Ministry of Education,South China University of Technology,Guangzhou 510640,China)

Online:2008-01-01 Published:2008-01-01

摘要/Abstract

摘要： 通过2个不规则布置梁双层加强环式梁柱节点的足尺模型试验,研究该类型节点的受力性能和破坏机理.实验结果表明,加强环板能有效地将梁翼缘的应力传递至钢管壁,加强环板与钢管壁能共同工作,该相互作用对柱钢管壁有一定的影响;合理的设计可以保证该类型节点具有良好的工作性能. 更多还原

关键词: 梁柱节点；加强环；不规则布置梁；试验研究；

Abstract: In this paper,two full-scale typical joint specimens strengthened by plate rings with irregularly arranged double levels beams are conducted to learn the mechanical behavior and collapse mechanism.The tests imply that the stresses in the beam flanges can be effectively transferred by the strengthening plate to the steel tube,and the in-between co-activity will be somewhat affected when stressed simultaneously.Good working performances of this type of joint can be guaranteed with rational designs...

Key words: Beam-column joint； tiffening ring； irregularly arranged beam； experimental study；

吴源青；蔡健；杨春；陈庆军；吴建营； . 不规则布置梁双层加强环式梁柱节点的试验研究[J]. 广东工业大学学报, 2008, 25(1): 77-80.

Wu Yuan-qing1,2,CAI Jian1,2,YANG Chun1,2,CHEN Qing-jun1,2,WU Jian-ying1,2. Experimental Research on Steel Beam-column Joint Strengthened by Plate Ring with Irregularly Arranged Double Levels Beam[J]. Journal of Guangdong University of Technology, 2008, 25(1): 77-80.

参考文献

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[2] 苏恒强,蔡健,姚大鑫,陈星,黄炎生,黄泰赟. 钢管混凝土加强环式节点的试验研究[J]. 华南理工大学学报(自然科学版). 2004(01)

[3] 郑廷银. H型钢框架梁柱节点的设计方法[J]. 南京建筑工程学院学报. 1997(04)

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