穿心钢筋暗牛腿式钢管混凝土柱节点试验研究  

EXPERIMENTAL STUDY OF JOINTS OF CFST COLUMN WITH PIERCING REINFORCING BAR HIDDEN BRACKET

作　　者：蔡健[1] 杨春[1] 苏恒强[2] 

机构地区：[1]华南理工大学建筑工程系,广州510641 [2]广东省建筑设计研究院,广州510010

出　　处：《工业建筑》2000年第3期61-64,共4页Industrial Construction

基　　金：广东省自然科学基金

摘　　要：针对珠海某超高层建筑中采用的穿心钢筋暗牛腿式钢管混凝土柱节点,对其受力性能以及试件破坏过程和形态做了节点试验研究,并对试验结果进行了分析。According to the joint of CFST column with piercing reinforcing bar hidden bracket used in a skyscraper in Zhuhai,some tests were made to study the performance under force and the process and form of the joint's destruction.In the end,the results of tests were analyzed to verify that such joints have reliable performance.

关 键 词：穿心钢筋 钢管混凝土柱 节点 试验研究 

分 类 号：TU375.3[建筑科学—结构工程]