大跨度悬挑钢结构施工及临时支撑技术
作者简介:
王 懂,高级工程师,E⁃mail: 763631392@ qq. com
作者单位:
中国建筑第八工程局有限公司西北分公司,陕西 西安 710076
摘要:
“一带一路”文化交流中心传媒港公建项目整体可分为南北两部分,北侧为主体,采用钢结构框架⁃支撑结构,南侧为整体悬挑结构,长 37. 5m,为大跨度悬挑钢结构,施工难度大,通过采用胎架支撑⁃高空原位对接的方法完成钢结构拼装. 同时,通过严格控制钢结构施工工艺及安装顺序,并进行施工全过程数值模拟分析,解决临时支撑体系施工布置难题,并验算不同复杂工况下临时支撑体系强度、变形、稳定性以及钢结构整体受力与变形,保证大跨度悬挑钢结构安装、卸载精度和安全.

English:
The public construction project of the media port of the “Belt and Road Initiative” culturalexchange center can be divided into two parts: north and south. The north side is the main body, and thesteel structure frame⁃support structure is adopted. The south side is the overall cantilever structure,which is 37. 5m long and is a large⁃span cantilever steel structure. It is difficult to construct; therefore,the steel structure assembly is completed by using the method of bracket support⁃high altitude in⁃situdocking. Meanwhile, the construction layout problem of the temporary support system was solved bystrictly controlling the construction technology and installation sequence of the steel structure andanalyzing the numerical simulation of the whole construction process. The strength, deformation, andstability of the temporary support system under different complex working conditions, and the overallstress and deformation of the steel structure, have been checked to ensure the accuracy and safety of theinstallation and unloading of the large⁃span cantilever steel structure.