大跨度钢屋盖吊装施工技术研究  

Research on Construction Technology of Large-span Steel Roof Hoisting

作　　者：张军良[1] Zhang Junliang(China Railway 20th Bureau Group Co.,Ltd.,Xian 790016)

机构地区：[1]中铁二十局集团有限公司,西安790016

出　　处：《建设科技》2025年第6期84-86,共3页Construction Science and Technology

基　　金：中铁二十局集团有限公司基金项目:大跨度钢结构网架屋盖施工技术研究:YF2002FJ01B。

摘　　要：随着我国城市建设的快速发展,越来越多的体育场馆被建设用于满足人们的日常健康生活,而大部分的体育场馆设计时均采用钢结构框架,如何快速安全地对其施工越来越被人们所重视,本文依托张家口速滑馆项目,对大跨度钢结构屋盖吊装施工进行研究并对屋盖的受力及位移进行分析。With the rapid development of urban construction in China,an increasing number of stadiums are being built to meet people’s daily health needs.Most stadiums adopt steel structure frames in their designs,and the safe and efficient construction of such structures has drawn growing attention.This paper,based on the project of Zhangjiakou Speed Skating Hall project,studies the hoisting construction of long-span steel structure roofs and analyzes the stress and displacement of the roof structures.

关 键 词：钢结构 屋盖 吊装 受力 位移 

分 类 号：TU758.11[建筑科学—建筑技术科学]