摘要
介绍了施工中常用的钢管脚手架及门式架结构的设计计算过程,着重分析了其稳定承载能力的计算及限值范围,并提出了相应的设计要求及注意事项。
This paper introduces the design calculation of steel pipe scaffold and portal frame frequently used in construction. The calculation of stable bearing capacity and range of limited value are mainly analyzed. Meanwhile corresponding specification and points for attention are proposed for design.
出处
《山西建筑》
2006年第8期119-120,共2页
Shanxi Architecture
关键词
钢管脚手架
稳定承载能力
稳定系数
steel pipe scaffold, stable bearing capacity, stability factor
