摘要
针对复杂结构体系室内大跨度钢结构吊装施工过程中的特点和难点,以福州市闽侯县文化中心看台池座屋面钢结构(主钢梁净跨为37.200m)的吊装工程为例,着重于吊装过程的统筹准备及施工方案选定进行阐述。
According to the characteristics and difficulties in the process of hoisting construction of steel structure for large span complicated structure system indoor, Take the roof steel structure（ the main girder span is 37. 200m） of stalls in Minhou county cultural center in Fuzhou as an example, focuses on the preparation and construction for the process of hoisting.
出处
《福建建筑》
2014年第10期111-112,117,共3页
Fujian Architecture & Construction
关键词
钢结构
大跨度
吊装
Steel structure
Large span
Hoisting
