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上盖与近邻基坑共同作用对地铁车辆段的影响分析

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文中以地铁上盖建筑及周边基坑开挖工程为例,采用Midas gts NX有限元分析软件,对车辆段咽喉区在施工全过程的轴力、弯矩及位移进行数值计算分析.结果表明,在花岗岩地层中,咽喉区结构变形主要发生在上盖建筑施工阶段,结构垂直方向变形达到-2.37 mm,基坑施工对既有结构变形影响较弱,受力主要来源于上盖施工工况下对框架柱轴力及框架梁的弯矩的影响.
Analysis of the Influence on the Existing Structure of the Subwayunder the Synergistic Effect of the Upper Cover and the Foundation Pit
In this paper,Midas gts NX finite element analysis software is used to numerically calculate and analyze the axial force,bending moment and displacement of the throat area of the car depot during the whole construction process.The simulation analysis results show that in the granite stratum,the structural deformation of the throat area mainly occurs in the construction stage of the upper cover,and the vertical de-formation of the structure reaches-2.37 mm.The foundation pit construction has a weak influence on the deformation of the existing struc-ture,and the force mainly comes from the influence of the axial force of the frame column and the bending moment of the frame beam under the construction condition of the upper cover.

Metro depotUpper coverFoundation pitStructural deformationFinite element

王观璐、李冉召

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中交公路规划设计院有限公司,北京 100088

地铁车辆段 上盖 基坑 结构变形 有限元

2024

江西建材
江西省建材科研设计院

江西建材

影响因子:2.247
ISSN:1006-2890
年,卷(期):2024.(1)
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