受限条件下天窗点下挂式站台雨棚快速安装技术
作者简介:
张泽宁,高级工程师,E-mail:971135121@ qq. com
作者单位:
1.中铁电气化局集团北京建筑工程有限公司,北京 100039; 2.中铁五局集团建筑工程有限责任公司,贵州贵阳 550081
基金项目:
∗中铁电气化局集团有限公司科研课题:高铁不降速既有车站下挂雨棚模块化安拆施工技术研究(2025-B-75)
摘要:
针对京津城际铁路亦庄站下挂式钢结构雨棚更新改造工程,在高速铁路不停运不降速、原主桁架空间变形大且不规律的情况下,利用天窗点在原主桁架檩托下快速进行钢雨棚安装。采用现场实测方法精准定位檩托三维空间坐标,利用 MIDAS 有限元软件分析新建雨棚、原有主桁架等典型结构变形特性,得到不同施工阶段结构变形数据,为实际安装提供理论依据。综合考虑原主桁架变形、安装精度、空中对接、焊接质量、天窗点时限等施工因素,采用滑动支座及临时抱箍的组合固定方式,确保安装顺利进行。

English:
In view of the renovation project of the hanging steel structure canopy at Yizhuang Station ofBeijing-Tianjin Intercity Railway, this paper studies the rapid installation technology of the steel canopyunder the purlin support of the original main truss by using the skylight point under the condition that thehigh-speed railway is not stopped and the speed is not reduced and the spatial deformation of the originalmain truss is large and irregular. The field measurement method is used to accurately locate the three-dimensional space coordinates of the purlin support. The MIDAS finite element software is used to analyzethe deformation characteristics of typical structures such as the new canopy and the original main truss,and the structural deformation data in different construction stages are obtained,which provides atheoretical basis for the actual installation. Considering the construction factors such as the deformation ofthe original main truss, the installation accuracy, the air docking, the welding quality, the time limit ofthe skylight point and so on, the combination of the sliding bearing and the temporary hoop is adopted toensure the smooth installation.