钢管混凝土结构——理论与实践  

Concrete filled steel tubular structures from theory to practice

作　　者：韩林海[1] 陶忠[1] 刘威[1] 

机构地区：[1]福州大学土木建筑工程学院,福建福州350002

出　　处：《福州大学学报（自然科学版）》2001年第6期24-34,共11页Journal of Fuzhou University(Natural Science Edition)

基　　金：国家自然科学基金资助项目 (5 95 80 0 7);霍英东教育基金资助项目 (0 5 0 10 6 4);福建省自然科学基金资助项目(E0 12 0 0 0 1)

摘　　要：简要回顾了钢管混凝土力学性能研究现状 ,探讨了组成钢管混凝土的钢管及其核心混凝土之间的相互作用问题 ,介绍了钢管混凝土在单层和多层工业厂房柱、设备构架柱、各种支架、栈桥柱、地铁站台柱、送变电杆塔、桁架压杆、桩、空间结构、高层和超高层建筑以及桥梁结构中的应用情况 .最后 。The state of the art of concrete-filled steel tubes is presented generally in this paper. The general response of concrete-filled steel tubular columns is discussed with an emphasis on the composite action between the steel tube and its concrete core. The engineering practices of concrete filled steel tubes in industrial works, structural frames and supports, loading bridges, compressive members of truss, subway columns, electricity transmitting poles, spacious construction, high-rise or super high-rise buildings and bridge structures are introduced. Finally, the need for further research, such as behavior of concrete filled steel tubular structures during construction, concrete quality control, steel residual stress effects, creep and fatigue is identified.

关 键 词：钢管混凝土结构 承载力 滞回性能 耐火极限 徐变 疲劳 残余应力 力学性能 

分 类 号：TU398.9[建筑科学—结构工程]