摘要
针对某高层建筑楼层中庭部位钢结构连廊自重较大的施工难题,通过分析吊装设备起重性能、施工环境,介绍了高空散件拼装的施工工艺。有限元分析结果及工程实践表明,该施工方法很好地完成了钢结构现场拼装。
Aiming at the steel corridor structure＇s heavy weight in a super high-rise building,hoisting performance of hoisting equipment and construction environment are analyzed and parts structure assembly above high ground is introduced.The finite element analysis and practice show that the installation method is feasible and field erection of steel structure is finished successfully.
出处
《施工技术》
CAS
北大核心
2017年第7期50-52,共3页
Construction Technology
关键词
钢结构
高层建筑
连廊
原位拼装
施工技术
steel structures
tall buildings
corridor
assembling in situ
construction
