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双侧壁导坑九步开挖法在大断面地铁车站中的应用

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为了研究大断面车站下穿人流量较大的公路及建筑物的过程中地下结构周围围岩位移的变化情况,以贵阳市轨道交通 2号线北京西路车站暗挖工程为例,研究三台阶九步开挖法在地铁车站施工中的应用.介绍了双侧壁导坑九步法的施工原理及施工工序,对开挖断面、地表、建筑物、车站主体结构进行了位移监测和数据分析.结果表明,双侧壁导坑法能够对地表沉降、拱顶下沉、建筑物沉降以及洞周水平收敛起到有效的控制,使受力体系趋于稳定,保证了车站结构及上方建筑物的安全.
The Application of Nine-Step Excavation Method with Double-Side Wall Guide Trench in Large Cross-Section Metro Stations
In order to investigate the variation of surrounding rock displacement in the process of constructing large-section subway stations underneath heavily trafficked roads and buildings,taking the tunneling project of Beijing West Road Station on Guiyang Metro Line 2 as an example,the application of the three-bench nine-step excavation method in subway station construction was studied.The construction principles and procedures of the double-side wall guide trench nine-step method were introduced,and displacement monitoring and data analysis were conducted on the excavation section,surface,buildings,and station structure.The results showed that the double-side wall guide trench method effectively controlled surface settlement,crown subsidence,building settlement,and horizontal convergence of the surrounding area,stabilizing the stress system and ensuring the safety of the station structure and the buildings above.

double-side wall guide trench methodsubway stationsettlement monitoringconvergence deformation

李文辉

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中铁十二局集团第三工程有限公司,太原 030024

双侧壁导坑法 地铁车站 沉降监测 收敛变形

2025

工程建设与设计
国家机械工业局工程建设中心 中国机械工业勘察设计协会 中国中元国际工程公司

工程建设与设计

影响因子:0.494
ISSN:1007-9467
年,卷(期):2025.(1)