(1 北京建工集团有限责任公司, 北京 100055; 2 河北省土木工程灾变控制与灾害应急重点实验室, 廊坊 065201; 3 华北科技学院建筑工程学院, 廊坊 065201; 4 江苏泸宁钢机股份有限公司,江苏 214231)

摘要: 北京工人体育场屋盖结构体系受力复杂,杆件局部受力变化对整体结构影响较大,且由于结构整体性强,钢结构成型前需要构件承担施工过程中的自重荷载. 为了解决这一个问题,设置了 23 个超高组合截面临时支撑体系来承受结构自重荷载. 对临时支撑体系整体设计进行分析,同时论述了临时支撑的安装及拆除过程;为了保证临时支撑在安装、拆除和使用过程的安全性,采用 MIDAS Gen 软件进行有限元模拟. 结果表明临时支撑能有效承受钢结构未成型时的自重荷载,同时安装、拆除和使用过程中临时支撑的位移和应力均能满足要求.

关键词: 北京工人体育场; 临时支撑; 施工技术; 钢结构屋盖

中图分类号:TU399 文献标志码:A 文章编号:1002-848X(2023)06-0065-06

DOI:10. 19701 / j. jzjg. ZJ220112

Design of super-high composite section support system for steel structure roof installation of Beijing Workers Stadium

GUO Yaxing1, XU Wenhan1, LIU Cong2,3, JI Gang4

(1 Beijing Construction Engineering Group Co. , Ltd. , Beijing 100055, China; 2 Hebei Key Laboratory of CivilEngineering Catastrophe Control and Disaster Emergency Response, Langfang 065201, China; 3 ArchitecturalEngineering College, North China Institute of Science and Technology, Langfang 065201, China; 4 Jiangsu LuNing Steel Machinery Co. , Ltd. , Jiangsu 214231, China)

Abstract: The structural system of the roof of Beijing Workers Stadium has complex forces, and the local force variation ofthe bars has a great influence on the overall structure. Moreover, due to the strong structural integrity, the steel structureneeds members to bear the dead weight load during the construction process before forming. In order to solve this problem,23 super-high composite section temporary support systems were set to bear the dead weight load of the structure. The wholedesign of temporary support system was analyzed, and the installation and unloading process of temporary support werediscussed. In order to ensure the safety of temporary support during installation, unloading and using, MIDAS Gen softwarewas used for finite element simulation. The results show that the temporary support can effectively bear the dead weight loadwhen the steel structure is not formed, and the displacement and stress of temporary support can meet the requirements inthe process of installation, unloading and using.

Keywords:Beijing Workers Stadium; temporary support; eonstruction technique; steel structure roof

∗河北省省级科技计划资助(22375410D).

第一作者:郭雅兴,学士,工程师,主要从事土建施工,Email:820855847@ qq. com.

[引用本文] 郭雅兴,徐文汉,刘聪,等. 北京工人体育场钢结构屋盖安装超高组合截面支撑体系设计[J]. 建筑结构,2023,53( 6):65-70. GUO Yaxing,XU Wenhan, LIU Cong, et al. Design of super-high composite section supportsystem for steel structure roof installation of Beijing Workers Stadium[J]. Building Structure,2023,53(6):65-70.