富水细砂地层盾构斜向超近距下穿双洞双线暗挖站施工技术

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Construction technology of shield tunneling underpassing double tunnel and double track underground excavation station in inclined ultra-close distance in water-rich fine sand stratum

期刊信息

合肥工业大学（自然科学版），2023年6月，第46卷第6期：822-827，848

DOI: 10.3969/j.issn.1003-5060.2023.06.016

作者信息

易领兵 $ ^{1} $，陈庆怀 $ ^{1} $，孟旭央 $ ^{2} $，杜明芳 $ ^{3} $，闫文博 $ ^{2} $，吴程浩 $ ^{4} $，杨涌跃 $ ^{4} $

(1.中国交建轨道交通事业部，北京 100088；2.黄河勘测规划设计研究院有限公司，河南郑州 450003；3.河南工业大学土木建筑学院，河南郑州 450001；4.中交铁道设计研究总院有限公司，北京 100088)

摘要和关键词

摘要: 为研究富水细砂地层某盾构区间斜向超近距下穿施工对既有地铁站变形的影响,文章以临近既有地铁站暗挖段的新建地铁盾构区间工程为背景,对地铁盾构区间工程施工进行设计,并用MIDAS计算分析程序对富水细砂地层盾构斜向超近距下穿既有地铁站施工过程进行数值计算分析。总结了盾构斜向超近距下穿施工过程中既有地铁站位移变化特征;研究了既有地铁站明暗挖交界处变形缝差异沉降规律;分析了既有地铁站轨道沉降变化趋势;整理施工监测数据结果并与模拟计算趋势比对,变化规律基本一致,侧面印证了仿真计算的准确性。

关键词: 富水细砂地层；盾构区间；斜向超近距下穿；地铁站位移；变形缝差异沉降；轨道沉降

Authors

YI Lingbing $ ^{1} $, CHEN Qinghuai $ ^{1} $, MENG Xuyang $ ^{2} $, DU Mingfang $ ^{3} $, YAN Wenbo $ ^{2} $, WU Chenghao $ ^{4} $, YANG Yongyue $ ^{4} $

(1. CCCC Rail Transit Division, Beijing 100088, China; 2. Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China; 3. School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450001, China; 4. CCCC Railway Consultants Group Co., Ltd., Beijing 100088, China)

Abstract and Keywords

Abstract: In order to study the influence of inclined ultra-close shield underpass construction on the deformation of existing metro station in water-rich fine sand stratum, the newly-built metro shield section near the underground excavation section of an existing metro station is taken as an example, and MIDAS program is used to calculate and analyze the shield construction process underpassing the existing metro station in inclined ultra-close distance in water-rich fine sand stratum. The characteristics of the displacement variation of the existing metro station in the process of the shield construction are summarized, the differential settlement law of the deformation joint at the junction of the open and underground excavation of the existing metro station is studied, and the variation trend of the track settlement of the existing metro station is analyzed. The variation rules obtained from the monitoring data of the construction are basically consistent with those of simulation calculation, which proves the accuracy of simulation calculation.

Keywords: water-rich fine sand stratum; shield section; inclined ultra-close underpass; metro station displacement; differential settlement of deformation joint; track settlement

基金信息

河南省科技厅自然科学基金资助项目（162102210188）；郑州交通重点工程建设管理中心横向委托资助项目（51000128）

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