摘要
某高铁站房为管桁架屋盖结构,屋盖管桁架跨度81 m,采用液压整体提升技术进行施工。为保证提升精度,通过计算机模拟分析,合理地设计杆件预起拱值,控制焊接收缩量,并采用计算机同步液压提升系统对整个提升过程各提升点的同步性进行控制,同时优化卸载顺序,从而保证了大跨度管桁架安装的最终精度。
A high-speed railway station building is a pipe truss roof structure with a span of 81 m.The hydraulic integral lifting technology is used for construction.To ensure the lifting precision,through the computer simulation analysis,the pre-arching value of the bar is reasonably designed,the welding shrinkage is con trolled,and the computer synchr onous hydraulic lifting system is used to control the synchronization of each lifting point in the whole lifting process,and the unloading sequence is optimized so as to ensure the final precision of large-span pipe truss installation.
作者
赵永庆
刘学峰
丁延胜
鞠经纬
李晓刚
ZHAO Yongqing;LIU Xuefeng;DING Yansheng;JU Jingwei;LI Xiaogang(China Construction Science&Industry Corporation Ltd.East China Region,Shanghai 201114,China)
出处
《建筑施工》
2020年第12期2268-2270,共3页
Building Construction
关键词
大跨度拱桁架
预起拱
整体提升
精度控制
large-span arch truss
pre-arching
integral lifting
precision control