摘要
结合某综合保税区主卡口钢桁架结构的吊装实践,通过有限元软件计算进行受力分析和施工校核确保结构安全、稳定,通过分析确定吊点位置及数量,保障结构在起吊过程中的结构强度。验证了大跨度钢桁架整体多机抬吊的施工技术的可行性,可为同类工程提供有效借鉴。
Combined with the hoisting practice of steel truss structure at the main entrance and exit of a comprehensive bonded area the stress analysis and construction check are carried out by finite element calculation to ensure the safety and stability of the structure and the position and number of hoisting points are determined by analysis to ensure the structural strength of the structure during hoisting.The feasibility of multi-machine lifting construction technology for long-span steel truss is verifie which can provide effective reference for similar projects.
作者
李朋
LI Peng(NO.6 Engineering Co,Ltd.of CCCC First Highway Engineering Co.,Ltd,300459,Tianjin,China)
出处
《建筑技术》
2024年第3期325-327,共3页
Architecture Technology
关键词
大跨度空间桁架
多机抬吊
吊装施工技术
long-span space truss
multi-machine lifting
lifting construction technology