Websteel梁柱节点的改进方案试验研究  

Experimental study on modified plan of websteel beam-column joint

作　　者：陆国威[1] 陈坚[1] 

机构地区：[1]武汉理工大学土木工程与建筑学院,湖北武汉430070

出　　处：《工程设计与建设》2005年第6期9-12,共4页

摘　　要：基于加拿大Websteel轻钢龙骨结构体系在我国进行推广和应用,对其原梁柱节点性能做出了分析,并指出其原节点在使用中出现的不足,借鉴其他结构中梁柱节点的处理措施,提出了Websteel梁柱节点的改进方案。通过试验和理论研究,证实改进后的梁柱节点能够满足使用要求。Based on the spread and application of Canada Websteel system in China, the performance of the original beam-column joint was analyzed, the drawbacks of the original joints in application were pointed out, by borrowing ideas from treatment of beam column joints in other structures, and based on this, an improvement scheme was put forward for Websteel beam column joint. Through experiment and theoretical research, it proves that the modified joint can fulfill the engineering demand.

关 键 词：Websteel轻钢龙骨结构 节点 Web桁架梁 Web桁架柱 半刚接 

分 类 号：TU323[建筑科学—结构工程]