首页|斜撑贝雷梁组合支架研发及其在跨浅埋地铁现浇箱梁中的应用

斜撑贝雷梁组合支架研发及其在跨浅埋地铁现浇箱梁中的应用

扫码查看
高架结构在既有交通线路上方进行现浇梁施工时,将对线路的正常运行产生扰动,软土地质的存在将会进一步加剧此类影响.为解决类似技术难题,文章结合在建的上海松江高铁南站简支箱梁施工工程实例,设计一种可跨越既有交通线路直接施工的新型支架体系——斜向支撑体系与贝雷梁组合支架.结合支架部件组成及实际施工过程出现的荷载工况,通过MIDAS Civil有限元分析软件建模分析支架的应力及位移,确保支架在施工过程中的受力安全、结构稳定.结果表明,设计的斜撑贝雷梁支架结构,能在不影响既有线路运行的情况下进行施工,支架结构强度、刚度及稳定性均能满足规范要求,可为同类型桥梁的支架设计、计算提供可行性思路.
Researching and Developing a Bevel-braced Beret Beam Composite Support System for Application in Shallow-Buried Subway Cast-in-Place Box Girders
When cast-in-place beams are constructed over the existing shallow underground subway lines,the normal operation of the lines will be disturbed,and the existence of soft soil will further aggravate such effects.In order to solve the similar technical problems,this paper designs a new type of support system which can be directly constructed across the subway line,namely oblique support system and beret beam combined support,based on the construction example of Shanghai Songjiang high-speed Railway South Station.Combined with the components of the support and the load conditions in the actual construction process,MIDAS Civil finite element analysis software is used to model and analyze the stress and displacement of the support,so as to ensure the stress safety and structural stability of the support in the construction process.The results show that the structure can be constructed without affecting the operation of the existing line,and the strength,stiffness and stability of the structure can meet the requirements of the code,which can provide a feasible idea for the design and calculation of the support of the same type of bridge.

diagonal beret beam supportsubway cast-in-place box girdercombined supportcross-line constructionMIDAS Civil

邱洋

展开 >

中铁二局集团有限公司,成都 610036

斜撑贝雷梁支架 地铁现浇箱梁 组合支架 跨线施工 MIDAS Civil

2025

交通工程
北京交通工程学会

交通工程

ISSN:2096-3432
年,卷(期):2025.25(1)