摘要
对设有Q=100/20t吨吊车重型钢结构厂房结构作了多方案比较,对格构式钢柱与实腹式钢梁组成门式刚架的结构计算和节点优化设计作了详细介绍。还特别介绍了沈阳市人工挖孔桩和墩式基础的设计特点,供设计参考。
Some structural projects for heavy steel factory building with Q = 100/20t crane are compared.The method of calculation and optimum design of nodes for portal frame composed of lattice steel column and I- shaped steel beam are discussed in detail.The design feature of manual excavated pile and frusta- like foundation in Shenyang City are also introduced,which is provided to designers for reference.
出处
《建筑结构》
CSCD
北大核心
2006年第S1期407-410,共4页
Building Structure
关键词
重型钢结构厂房
人工挖孔桩
墩式基础
heavy steel factory building
manual excavated pile
frusta- like foundation
