摘要
介绍了目前钢管混凝土柱—钢梁框架常用节点的构造形式和受力特点,按照柱贯通式节点和梁贯通式节点的分类,分析了钢管混凝土柱—钢梁框架节点形式的一些研究,并提出了简洁合理的端板螺栓连接新型节点形式,以供钢管混凝土柱—钢梁结构体系的节点设计参考。
This paper introduces the conformational form and force characteristics of common joints in concrete tilled steel tubular column-steel beam frame, classifies them into column through-type joint and beam through-type joint, analyzes some studies on the pattern of concrete filled steel tubular column-steel beam joint, and proposes simple and rational pattern of bolted moment end plate connection new-type joint, in order to offer a reference for the design of joint in concrete filled steel tubular column-steel beam structural system.
出处
《山西建筑》
2008年第4期102-103,共2页
Shanxi Architecture
关键词
钢管混凝土柱
节点
端板
concrete filled steel tubular column, joint, end plate
