摘要
经过缜密的分析和严格的计算,对山西大剧院主舞台顶部钢结构工程的吊装进行方案选择、科学论证。通过工程实践,对超常规危险性较大的吊装工程施工进行探索和总结,为同类型工程施工积累了经验。
According to the cautious analysis and strict calculation, the paper has the scheme selection and the scientific proving for the top steel structure of the main stage of the Grand Theater in Shanxi, through the construction practice, explores and sums up the large hoisting engineering with over-routine danger, so as to accumulate experience for similar projects.
出处
《山西建筑》
2010年第34期111-112,共2页
Shanxi Architecture
关键词
劲性钢结构体系
吊装方案
吊装参数
stiff steel structure system, hoisting scheme, assembly parameter