摘要
江苏镇江电厂2×600MW机组干煤棚钢网壳工程,网架施工前搭设扣件式钢管脚手架。结合工程实际,选用参照规范,计算了钢管脚手架的最大搭设高度、稳定性以及立杆底座和地基承载力,并对其进行验算,扣件连接抗滑移和荷载偏心等均满足安全要求。
Fastener scaffold should be erected before grid construction of steel reticulated steel.Combining with the practical project and guides,the biggest erected height,stability,bearing capacity of upright strut stanchion base and foundation for scaffold are calculated.Through checking,the results of fastener connection anti-sliding and load eccentricity can meet the security requirement.
出处
《施工技术》
CAS
北大核心
2008年第S2期387-389,共3页
Construction Technology
关键词
钢管
扣件式脚手架
计算
验算
steel pipe
fastener scaffold
calculation
checking
