摘要
在工业建筑中厂房柱距通常采用一定的模数,但在门式刚架轻型钢结构中,不合理的柱距模数会导致设计用钢量指标较高。在实际工程设计中通过结构设计软件PKPM进行结构分析比较,得出了在门式刚架轻型钢结构中造价最低的合理柱距:有吊车时一般为6~8m,无吊车时一般为8~9m。
Spacing module is often used in the layout of column system of industrial building.But in the portal frame light-weight steel structure industrial building,unsuitable module can cause too large design steel cost.In the actual design of the portal-rigid-frame light weight steel construction,it can be concluded,with the help of structural analysis software PKPM,that the economical column space is 6~8 m with a crane in the workshop,or 8~9 m without a crane.
出处
《山东冶金》
CAS
2008年第S1期110-111,共2页
Shandong Metallurgy
关键词
轻型钢结构
门式刚架
柱距
light-weight steel structure
portal frame
column distance