摘要
本文通过沪东造船厂船体装焊车间大跨度、大柱距钢管混凝土柱的设计研究,论述了在大吊车荷载作用下,钢管混凝土柱比其他形式的柱更为经济,更为合理;对柱脚、牛腿、肩粱以及钢管混凝土组合柱的节点构造与受力性能提出了新的看法;并简单介绍了钢管混凝土组合柱的计算要点。
Through the design and study of large span and space CFST column structure for a workshop of HuDong Ship Yard Group, we found under heavy crane loads this kind of columns are more economical than others. Some new opinions ahout their joint construction are presented. The key points about the design of CFST columns are given.
出处
《建筑钢结构进展》
2003年第3期11-16,共6页
Progress in Steel Building Structures
