[1]崔光耀,何子阳,王明胜,等.下穿高速铁路地铁列车振动对高速铁路的影响分析[J].高速铁路技术,2023,14(05):88-92.[doi:10.12098/j.issn.1674-8247.2023.05.016]
　CUI Guangyao,HE Ziyang,WANG Mingsheng,et al.Analysis of the Impact of Vibrations from Metro Trains Passing Under High-speed Railways[J].HIGH SPEED RAILWAY TECHNOLOGY,2023,14(05):88-92.[doi:10.12098/j.issn.1674-8247.2023.05.016]
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下穿高速铁路地铁列车振动对高速铁路的影响分析()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
14卷
期数:
2023年05期
页码:
88-92
栏目:
出版日期:
2023-11-20

文章信息/Info

Title:
Analysis of the Impact of Vibrations from Metro Trains Passing Under High-speed Railways
文章编号:
1674-8247(2023)05-0088-05
作者:
崔光耀1; 何子阳1; 王明胜2; 许崇庆1
1.北方工业大学，北京 100144;2.中铁城市发展投资集团有限公司，成都 610000
Author(s):
CUI Guangyao1; HE Ziyang1; WANG Mingsheng2; XU Chongqing1
1.North China University of Technology ，Beijing 100144 ，China;2.China Railway City Development and Investment Group Co. ，Ltd. ，Chengdu? 610000 ，China
关键词:
高速铁路; 地铁隧道; 下穿; 列车振动; 位移响应
Keywords:
high-speed railway; metro tunnel; underpass; train vibration; displacement response
分类号:
U213.1
DOI:
10.12098/j.issn.1674-8247.2023.05.016
文献标志码:
A
摘要:
依托北京地铁19号线草桥站-右安门外站区间下穿京沪高速铁路工程，借助FLAC3D软件研究了地铁运营振动对上跨高速铁路线路及相关设施位移的影响，结果表明：（1）在该工程影响范围内的8处硬横跨接触网杆，支柱横线路面偏差最大为0.016°，支柱倾斜率最大为0.028‰，接触网立柱沉降最大值为1.9mm，差异沉降最大值为0.3mm；（2）对于6处悬挑式接触网杆、2处矩形横腹板柱、1处信号灯及1处电线杆，支柱横线路面偏差最大为0.010°，支柱倾斜率最大为0.018‰，接触网立柱沉降最大值为2.1mm；（3）上跨高速铁路线路最大沉降为1.61mm；（4）上跨高速铁路线路及相关设施位移均小于控制标准。研究结果可为类似下穿工程提供参考。
Abstract:
The study investigated the impact of vibrations from metro train operation on the displacements of the above-laid high-speed railway tracks and related facilities by using FLAC3D based on a case study of the Beijing Subway Line 19， which passes under the Beijing-Shanghai High-speed Railway between Caoqiao Station and You’anmenwai Station. The results showed the following：（1）Within the affected area of the Caoqiao-You’anmenwai section，the maximum horizontal deviation of 8 rigid cross-contact wire poles was 0. 016°，the maximum inclination of the supporting pillar was 0. 028‰， the maximum settlement of the contact wire column was 1. 9 mm，and the maximum differential settlement was 0. 3 mm. （2）For 6 cantilevered contact wire poles，2 rectangular transverse lateral brace columns，1 signal light，and 1 power pole，the maximum horizontal deviation of the supporting pillar was 0. 010°，the maximum inclination was 0. 018‰， and the maximum settlement of the contact wire column was 2. 1 mm. （3）The maximum settlement of the above-laid high-speed railway tracks was 1. 61 mm. （4）The displacements of the above-laid high-speed railway tracks and related facilities were all within control standards. The research findings may provide a reference for similar underpass construction projects.

参考文献/References:

［1］王乃勇. 双线盾构隧道斜交下穿对高速公路的影响［J］. 科学技术与工程，2021，21（32）：13919-13925. WANG Naiyong. Influence of a Double Line Shield Tunnelling Obliquely Underpass Expressway［J］. Science Technology and Engineering，2021，21（32）：13919-13925.
［2］何川，封坤，方勇. 盾构法修建地铁隧道的技术现状与展望［J］.西南交通大学学报，2015，50（1）：97-109. HE Chuan，FENG Kun，FANG Yong. Review and Prospects on Constructing Technologies of Metro Tunnels Using Shield Tunnelling Method［J］. Journal of Southwest Jiaotong University，2015，50（1）：97-109.
［3］杜宇本，蒋良文，陈明浩，等. 中国铁路隧道勘察技术的发展与展望［J］. 隧道建设（中英文），2021，41（11）：1943-1952. DU Yuben，JIANG Liangwen，CHEN Minghao，et al. Development and Prospect of Geological Surveying Technology for Railway Tunnels in China［J］. Tunnel Construction，2021，41（11）：1943-1952.
［4］袁庆利. 运营期地铁列车振动下软黏土的动力响应及变形研究［J］. 国防交通工程与技术，2021，19（4）：25-30. YUAN Qingli. Study on Dynamic Response and Deformations of Soft Clay Caused by Subway Vibration during Operation［J］. Traffic Engineering and Technology for National Defence，2021，19（4）：25-30.
［5］包小华，李攀，崔宏志，等. 地铁隧道运营中复杂软土地层的动力响应［J］. 现代隧道技术，2018，55（5）：53-60. BAO Xiaohua，LI Pan，CUI Hongzhi，et al. Dynamic Response of Complex Soft Clay Due to Mero Tunnel Operation［J］. Modern Tunnelling Technology，2018，55（5）：53-60.
［6］朱正国，陈信宇，陈自飞，等. 盾构隧道下穿既有车站变形控制研究［J］. 高速铁路技术，2019，10（4）：6-11. ZHU Zhengguo，CHEN Xinyu，CHEN Zifei，et al. Research on Deformation Control of Shield Tunneling under Subway Station［J］.High Speed Railway Technology，2019，10（4）：6-11.
［7］高愈辉. 地铁运营对古建筑木结构的振动影响研究［D］. 天津：天津大学，2020. GAO Yuhui. Study on Influence of Vibration Induced by Metro Operation on Ancient Wooden Structure［D］. Tianjin：Tianjin University，2020.
［8］毛顺茂，熊超华，雷晓燕. 地铁运营对古建筑物振动响应影响分析［J］. 城市轨道交通研究，2016，19（10）：13-17. MAO Shunmao，XIONG Chaohua，LEI Xiaoyan. Vibration Impact on Ancient Architecture Induced by Subway Running［J］. Urban Mass Transit，2016，19（10）：13-17.
［9］刘一文，巴振宁，高愈辉，等. 天津Z2线地铁运营对沿线地面振动的影响分析［J］. 岩土工程学报，2019，41（S1）：193-196. LIU Yiwen，BA Zhenning，GAO Yuhui，et al. Influences of Metro Operation on Ground Vibration along Tianjin Z2 Line［J］. Chinese Journal of Geotechnical Engineering，2019，41（S1）：193-196.
［10］李震宇，牟军东，张昊泽，等. 地铁运营振动引起的地面沉降环境效应研究［J］. 城市建筑，2021，18（11）：111-114. LI Zhenyu，MU Jundong，ZHANG Haoze，et al. Study on the Environmental Effect of Ground Subsidence Caused by Subway Operation Vibration［J］. Urbanism and Architecture，2021，18（11）：111-114.
［11］袁扬，刘维宁，刘卫丰. 基于现场测试的曲线段地铁地面振动传播规律［J］. 中国铁道科学，2012，33（4）：133-138. YUAN Yang，LIU Weining，LIU Weifeng. Propagation Law of Ground Vibration in the Curve Section of Metro Based on In-situ Measurement ［J］. China Railway Science，2012，33（4）：133-138.
［12］蔡袁强，江乾明，曹志刚，等. 填充沟对地铁运营引起地基振动隔振效果研究［J］. 岩土工程学报，2020，42（8）：1384-1392. CAI Yuanqiang，JIANG Qianming，CAO Zhigang，et al. Vibration-isolation Effectiveness of In-filled Trench on Ground Vibration Induced by Subway Operation［J］. Chinese Journal of Geotechnical Engineering，2020，42（8）：1384-1392.
［13］曹浩. 地铁列车运行引起邻近建筑物振动响应及隔振措施研究［D］. 南昌：华东交通大学，2021. CAO Hao. Research on Response to Vibrations of Neighboring Buildings Caused and Vibration Isolation Measures by the Operation of the Metro［D］. Nanchang：East China Jiaotong University，2021.
［14］蒋崇达，雷晓燕. 地铁运营下钢弹簧浮置板轨道减振分析［J］.华东交通大学学报，2012，29（5）：23-28. JIANG Chongda，LEI Xiaoyan. The Vibration Damping Analysis of Steel Spring Floating Slab Tracks in Subway Operations［J］. Journal of East China Jiaotong University，2012，29（5）：23-28.
［15］丁智，林若涵，陈雷越. 双圆地铁运营动力响应及隔振研究［J］.铁道工程学报，2019，36（11）：85-91. DING Zhi，LIN Ruohan，CHEN Leiyue. Research on the Dynamic Response and Vibration Isolation of Double-circle Subway Operation ［J］. Journal of Railway Engineering Society，2019，36（11）：85-91.

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备注/Memo

备注/Memo:
收稿日期：2023-04-18
作者简介：崔光耀（1983-），男，教授。
基金项目：北京市大学生科学研究与创业行动计划项目（23XN262-187）
更新日期/Last Update: 2023-11-20