摘要
针对贵阳国际会议展览中心a1商业区中庭采光顶屋面钢结构的结构特点及现场施工条件,通过方案比较、优化分析、施工模拟分析确定了安全、经济、合理的滑移施工方案。重点介绍了施工方案优选、滑移施工分析、吊装施工计算等内容,这些技术措施有效保证了钢结构的顺利施工,确保了工程质量和施工安全。
According to the structural characteristics of atrium lighting roof steel structure of a1 business area in Guiyang International Conference Center and the construction conditions in site,based on the scheme comparison,optimized analysis and construction simulation analysis,the security,economic and reasonable slipping construction scheme were determined.Optimal selection of construction scheme,slipping construction analysis,hoisting construction calculation were emphatically introduced.These technical measures not only ensure the smooth construction of the steel structure,but also ensure the construction quality and safety.
出处
《建筑结构》
CSCD
北大核心
2013年第2期51-55,共5页
Building Structure
关键词
钢结构
滑移
吊装
施工分析
steel structure
slipping
hoisting
construction analysis
