北京地铁新线车站穿越既有地铁车站影响及安全控制措施研究
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摘要
摘要：随着城市轨道交通路网的不断发展完善,新建线路地铁车站穿越既有线路车站是不可避免的问题。就北京地铁而言,目前的规划线路中有很多新建车站穿越既有车站的工程。在新建车站工程的施工中,除自身结构安全外,重点目标就是使施工对既有地铁车站的影响程度降到最低。因此,准确的判断新建地铁车站工程施工对既有地铁车站结构及轨道的影响规律,提出合理的安全控制措施并分析其效果,对保证既有地铁结构和运营安全性的需求,显得尤为重要。
本文以北京地铁穿越工程为研究对象,对既有地铁车站结构及轨道所受的影响情况进行分析并提出新线车站穿越既有车站的安全控制措施体系。本文的主要研究工作：
(1)以地铁10号线二期公主坟站穿越1号线公主坟站工程穿越案例为依托,通过三维有限元软件ANSYS进行数值模拟分析,并对比现场实测数据,分析穿越地铁工程引起的地铁结构变形及轨道几何形位的变化规律。
(2)根据北京市穿越工程既有结构变形及控制体系提出新线车站穿越既有车站的安全措施控制体系。同时,以北京地铁7号线穿越既有双井站及磁器口站为例,分别利用有限差分FLAC3D软件及有限元ANSYS软件对安全控制措施进行评价,并对比不同安全控制措施的效果,验证新线车站穿越既有车站安全控制措施体系的可行性,为北京市新线车站穿越既有车站技术措施的制定提供参考。
As the development and improvement of urban rail transport network, it is an inevitable problem that the newly built subway station crossing the existing subway station. In currently Beijing panling subway line, there are numerous new stations across existing subway station. In the process of the new subaw station construction, in addition to its own construction safety, how to make the influences to the existing structure into minimum is the key objectives. Therefore, In order to ensure the Security of existing subway structure and operation, accurately determine the influences which from newly built subway station to existing subway station's structure and track and propose reasonable safety control measures which effect has been analyzed is particularly important.
The paper based on the Beijing subway crossing project as a research object, analyzed the influences which from newly built subway station to existing subway station's structure and track and proposed the safety control measures system. The main contents for researching are as follows:
(1) Choosed the Beijing's10th II line GongZhuFen station across the existing Beijing lth line GongZhuFen station project as a research object, established3D finite element analysis software ANSYS model and compared the measured data, analysised the existing structure and track geometry variation caused by the prossing project.
(2) According to existing structure deformation and control system of Beijing subway crossing project, proposed the safety control measures system. At the same time, choosing the Beijing's newly bluit7th line across the existing ShuangJing and CiQiKou station project as a research object, respectively established finite difference analysis software FLAC3D model and finite element analysis software ANSYS model to evaluate safety control measures, then contrast different security control measures, verified the feasibility of safety control measures system, provided a reference for the formulation of technical measures of BeingJing crossing project finally.
本文以北京地铁穿越工程为研究对象,对既有地铁车站结构及轨道所受的影响情况进行分析并提出新线车站穿越既有车站的安全控制措施体系。本文的主要研究工作：
(1)以地铁10号线二期公主坟站穿越1号线公主坟站工程穿越案例为依托,通过三维有限元软件ANSYS进行数值模拟分析,并对比现场实测数据,分析穿越地铁工程引起的地铁结构变形及轨道几何形位的变化规律。
(2)根据北京市穿越工程既有结构变形及控制体系提出新线车站穿越既有车站的安全措施控制体系。同时,以北京地铁7号线穿越既有双井站及磁器口站为例,分别利用有限差分FLAC3D软件及有限元ANSYS软件对安全控制措施进行评价,并对比不同安全控制措施的效果,验证新线车站穿越既有车站安全控制措施体系的可行性,为北京市新线车站穿越既有车站技术措施的制定提供参考。
As the development and improvement of urban rail transport network, it is an inevitable problem that the newly built subway station crossing the existing subway station. In currently Beijing panling subway line, there are numerous new stations across existing subway station. In the process of the new subaw station construction, in addition to its own construction safety, how to make the influences to the existing structure into minimum is the key objectives. Therefore, In order to ensure the Security of existing subway structure and operation, accurately determine the influences which from newly built subway station to existing subway station's structure and track and propose reasonable safety control measures which effect has been analyzed is particularly important.
The paper based on the Beijing subway crossing project as a research object, analyzed the influences which from newly built subway station to existing subway station's structure and track and proposed the safety control measures system. The main contents for researching are as follows:
(1) Choosed the Beijing's10th II line GongZhuFen station across the existing Beijing lth line GongZhuFen station project as a research object, established3D finite element analysis software ANSYS model and compared the measured data, analysised the existing structure and track geometry variation caused by the prossing project.
(2) According to existing structure deformation and control system of Beijing subway crossing project, proposed the safety control measures system. At the same time, choosing the Beijing's newly bluit7th line across the existing ShuangJing and CiQiKou station project as a research object, respectively established finite difference analysis software FLAC3D model and finite element analysis software ANSYS model to evaluate safety control measures, then contrast different security control measures, verified the feasibility of safety control measures system, provided a reference for the formulation of technical measures of BeingJing crossing project finally.
引文
[1]刘国彬,李志高,吴小将.明珠二期施工对环境影响的三维有限元分析[J].地下工程学报,2005,1(3)：460-463.
[2]韩建坤.北京地铁地铁暗挖车站下穿既有线注浆施工技术[J].铁道,2005,1：69-71
[3]姜景山.崇文门车站下车地铁既有线施工变形控制标准[J].铁道标准设计,2005
[4]北京市轨道交通建设管理有限公司,北京城建促进处.北京地铁工程过既有线施工经验交流会会议资料,2006年6月25日.
[5]Burland J.B., Standing J.R., & Jardine F. M. Building Response to Tunnelling, ease studies from construction of the Jubilee Line Extension, London[J]. Thomas Telford Publishing, 2001(2):509-545.
[6]] Lunardi P. & Cassani G. Construction of an underpass at the Ravone railway yard in the city of Bologna[C]. Progress in Tunneling After 2000.2001,3:319-328.
[7]坂卷清.纵穿运营线下方超浅埋深盾构隧道的掘进实例—筑波、三之轮隧道[C].中日铁路技术交流年会论文集,2004.
[8]Chang S.B. & Moon S. J. A case study on instrumentations of a large section tunnel crossing under the existing subway structure[C]. proceeding of the KGS 2000 Spring Conference:56-59.
[9]吴逢春.地铁盾构施工对周边结构影响的时间相关性研究[D].南京：东南大学,2006.
[10]张晓丽.浅埋暗挖下穿既有地铁构筑物关键技术研究与实践[D].北京：北京交通大学,2007.
[11]俞涛.地铁盾构隧道近接施工影响的数值模拟及模型试验研究[D].成都：西南交通大学,2005.
[12]于书翰,杜谟远.隧道施工[M].北京：人民交通出版社,1999.
[13]吴维.隧道埋深分类们.运输工程.1989(4)：10-13.
[14]李围,何川.地铁施上方法综述[J].西部探矿工程.2004(7)：10-12.
[15]叶耀东,王如路.盾构穿越运营地铁隧道施工技术[J].现代隧道技术.2004年增刊(494-496)
[16]孙印涛,陶连金.盾构隧道开挖地表沉降数值模拟与实测分析[J].北京工业大学学报.2006(4)
[17]吴立.新建地铁车站近距离下穿既有车站影响研究[D].北京：北京交通大学,2008.
[18]易宏伟.盾构施工对土体扰动与地层移动影响的研究[D].上海：同济大学,1999.
[19]蒋洪胜,侯学渊.盾构掘进对隧道周围土层扰动的理论与实测分析.岩石力学与工程学报,2003,22(9)：1514-1520.
[20]朱伟译隧道标准规范(盾构篇)及解说.北京：中国建筑出版社,2001.
[21]白海卫.新建隧道下穿施工对既有隧道纵向变形的影响和工程措施研究[D].北京：北京交通大学,2007.
[22]施仲衡,张弥.地下铁道设计与施工[M].西安,陕西科学技术出版社,1997.
[23]王新线.既有铁路站场下暗挖隧道地面沉降标准研究.铁道标准设计.2006(4).
[24]吴波.复杂条件下城市地铁隧道旖工地表沉降研究[D].成都：西南交通大学,2004.
[25]杨新安.FLAC程序及其在隧道工程中的应用[J].上海铁道大学学报,1996.12.
[26]孙印涛,陶连金.盾构隧道开挖地表沉降数值模拟与实测分析[J].北京工业大学学报. 2006(4).
[27]Soliman, E. Duddeck, H & Ahrens, H. Two-and Three-dimensional Analysis of Closely Spaced Double-tube Tunnels[J]. Tunneling and Underground Space Technology, 1991,8(1):13-18.
[28]A. Saitoh, K. Gomi & T. Shiraishi. Influence forecast and field measurement of a tunnel excavation crossing right above existing tunnels[C]. Tunneling underground conditions. Proc. Congress, 1994:83-90.
[29]Shahrour, I & Mroueh, H. Nonlinear three-dimensional analysis of closely spaced twin tunnels[J].Numerical Models in Geomechanics, Pietruszczak & Pande(eds) Balkema, 1996:481-487.
[30]吉茂杰.地铁隧道上方基坑施工影响研究[D].上海：同济大学,2000,9.
[31]Sharma J. S., Zhao J., and Chan C. W. Effect of adjacent excavation on MRT tunnels[C]. Proceedings of the International Conference on Tunnels and Underground Structures, Singapore, 2000:501-506.
[32]纪颖波.天津地铁既有线改造中的隧道位移控制研究[D].天津：天津大学,2002,1.
[33]Zanten, D. C. & Vries, M. Railway crossings for Randstad rail in Rotterdam. (Re)Claiming the Underground Space, Saveur(ed.) Swets & Zeitlinger, Lisse, 2003:613-619.
[34]Mazek S. A., Law K.T., and Lau D. T. Use of grouting to reduce deformations of an existing tunnel under passed by another tunnel. Geotechnical Special Publication[C]. Proceedings Of The Third International Conference: Grouting And Ground Treatment, 2003, New Orleans: 1570-1581.
[35]徐前卫,朱合华,白廷辉等.盾构穿越超近距离运营隧道的施工影响分析[C].第二届中日盾构隧道技术交流会论文集.中国,上海,同济大学,2004,6：216-220.
[36]邵华.盾构近距离穿越对邻近地铁隧道的影响及其工程对策研究[D].上海：同济大学,2005,1.
[37]钟巧荣,李成学.东单地铁站上穿既有线结构变形数值分析[J].山西建筑,2005,31(5)：172-173.
[38]杨虹,韩金刚.穿越既有线超浅埋暗挖通道的质量监控[J].铁道工程学报,2005,5：71-74.
[39]何川,苏宗贤,曾东洋.地铁盾构隧道重叠下穿施工对上方已建隧道的影响[J].土木工程学报.2008,41(3).
[40]李军省,李玉良.地铁盾构穿越铁路计算分析[J].中国高新技术企业.2010(15)
[41]陈孟乔,杨广武.新建地铁车站近距离穿越既有地铁隧道的变形控制.中国铁道科学.2011,32(4).
[41]龚曙光,谢桂兰ANSYS操作命令与参数化编程.北京.机械工业出版社.2004.10-349.
[42]段进ANSYS10.0结构分析从入门到精通.北京.兵器工业出版社.2006.10-172.
[43]李围.隧道及地下工程ANSYS实例分析.北京.中国水利水电出版社.2008.
[44]王梦恕.地下工程浅埋暗挖技术通论[M].合肥：安徽教育出版社,2004
[45]彭瑞泽.北京地铁复八线土建工程施工技术[M].北京：中国科学技术出版社,2003
[46]潘景副.北京地铁5号线盾构法隧道施工的三维有限元数值模拟[j].岩土工程界,2004.7(7)：78-80
[47]张银屏,雷震宇.浅埋暗挖隧道对地表变形影响的三维数值分析[J].华东交通大学学报,2005.5(22)：52-55
[48]朱衍峰.地铁新线车站穿越既有线车站的施工力学分析[D].成都：西南交通大学,2007.
[49]杨广武.地下工程穿越既有地铁线路变形控制标准和技术研究[D].北京：北京交通大学,2010.
[50]杨文栋.地铁穿越工程的风险管理研究[D].北京：北京交通大学,2011.
[51]张晓丽.浅埋暗挖法下穿既有地铁构筑物关键技术研究与实践[D].北京：北京交通大学,2007.
[2]韩建坤.北京地铁地铁暗挖车站下穿既有线注浆施工技术[J].铁道,2005,1：69-71
[3]姜景山.崇文门车站下车地铁既有线施工变形控制标准[J].铁道标准设计,2005
[4]北京市轨道交通建设管理有限公司,北京城建促进处.北京地铁工程过既有线施工经验交流会会议资料,2006年6月25日.
[5]Burland J.B., Standing J.R., & Jardine F. M. Building Response to Tunnelling, ease studies from construction of the Jubilee Line Extension, London[J]. Thomas Telford Publishing, 2001(2):509-545.
[6]] Lunardi P. & Cassani G. Construction of an underpass at the Ravone railway yard in the city of Bologna[C]. Progress in Tunneling After 2000.2001,3:319-328.
[7]坂卷清.纵穿运营线下方超浅埋深盾构隧道的掘进实例—筑波、三之轮隧道[C].中日铁路技术交流年会论文集,2004.
[8]Chang S.B. & Moon S. J. A case study on instrumentations of a large section tunnel crossing under the existing subway structure[C]. proceeding of the KGS 2000 Spring Conference:56-59.
[9]吴逢春.地铁盾构施工对周边结构影响的时间相关性研究[D].南京：东南大学,2006.
[10]张晓丽.浅埋暗挖下穿既有地铁构筑物关键技术研究与实践[D].北京：北京交通大学,2007.
[11]俞涛.地铁盾构隧道近接施工影响的数值模拟及模型试验研究[D].成都：西南交通大学,2005.
[12]于书翰,杜谟远.隧道施工[M].北京：人民交通出版社,1999.
[13]吴维.隧道埋深分类们.运输工程.1989(4)：10-13.
[14]李围,何川.地铁施上方法综述[J].西部探矿工程.2004(7)：10-12.
[15]叶耀东,王如路.盾构穿越运营地铁隧道施工技术[J].现代隧道技术.2004年增刊(494-496)
[16]孙印涛,陶连金.盾构隧道开挖地表沉降数值模拟与实测分析[J].北京工业大学学报.2006(4)
[17]吴立.新建地铁车站近距离下穿既有车站影响研究[D].北京：北京交通大学,2008.
[18]易宏伟.盾构施工对土体扰动与地层移动影响的研究[D].上海：同济大学,1999.
[19]蒋洪胜,侯学渊.盾构掘进对隧道周围土层扰动的理论与实测分析.岩石力学与工程学报,2003,22(9)：1514-1520.
[20]朱伟译隧道标准规范(盾构篇)及解说.北京：中国建筑出版社,2001.
[21]白海卫.新建隧道下穿施工对既有隧道纵向变形的影响和工程措施研究[D].北京：北京交通大学,2007.
[22]施仲衡,张弥.地下铁道设计与施工[M].西安,陕西科学技术出版社,1997.
[23]王新线.既有铁路站场下暗挖隧道地面沉降标准研究.铁道标准设计.2006(4).
[24]吴波.复杂条件下城市地铁隧道旖工地表沉降研究[D].成都：西南交通大学,2004.
[25]杨新安.FLAC程序及其在隧道工程中的应用[J].上海铁道大学学报,1996.12.
[26]孙印涛,陶连金.盾构隧道开挖地表沉降数值模拟与实测分析[J].北京工业大学学报. 2006(4).
[27]Soliman, E. Duddeck, H & Ahrens, H. Two-and Three-dimensional Analysis of Closely Spaced Double-tube Tunnels[J]. Tunneling and Underground Space Technology, 1991,8(1):13-18.
[28]A. Saitoh, K. Gomi & T. Shiraishi. Influence forecast and field measurement of a tunnel excavation crossing right above existing tunnels[C]. Tunneling underground conditions. Proc. Congress, 1994:83-90.
[29]Shahrour, I & Mroueh, H. Nonlinear three-dimensional analysis of closely spaced twin tunnels[J].Numerical Models in Geomechanics, Pietruszczak & Pande(eds) Balkema, 1996:481-487.
[30]吉茂杰.地铁隧道上方基坑施工影响研究[D].上海：同济大学,2000,9.
[31]Sharma J. S., Zhao J., and Chan C. W. Effect of adjacent excavation on MRT tunnels[C]. Proceedings of the International Conference on Tunnels and Underground Structures, Singapore, 2000:501-506.
[32]纪颖波.天津地铁既有线改造中的隧道位移控制研究[D].天津：天津大学,2002,1.
[33]Zanten, D. C. & Vries, M. Railway crossings for Randstad rail in Rotterdam. (Re)Claiming the Underground Space, Saveur(ed.) Swets & Zeitlinger, Lisse, 2003:613-619.
[34]Mazek S. A., Law K.T., and Lau D. T. Use of grouting to reduce deformations of an existing tunnel under passed by another tunnel. Geotechnical Special Publication[C]. Proceedings Of The Third International Conference: Grouting And Ground Treatment, 2003, New Orleans: 1570-1581.
[35]徐前卫,朱合华,白廷辉等.盾构穿越超近距离运营隧道的施工影响分析[C].第二届中日盾构隧道技术交流会论文集.中国,上海,同济大学,2004,6：216-220.
[36]邵华.盾构近距离穿越对邻近地铁隧道的影响及其工程对策研究[D].上海：同济大学,2005,1.
[37]钟巧荣,李成学.东单地铁站上穿既有线结构变形数值分析[J].山西建筑,2005,31(5)：172-173.
[38]杨虹,韩金刚.穿越既有线超浅埋暗挖通道的质量监控[J].铁道工程学报,2005,5：71-74.
[39]何川,苏宗贤,曾东洋.地铁盾构隧道重叠下穿施工对上方已建隧道的影响[J].土木工程学报.2008,41(3).
[40]李军省,李玉良.地铁盾构穿越铁路计算分析[J].中国高新技术企业.2010(15)
[41]陈孟乔,杨广武.新建地铁车站近距离穿越既有地铁隧道的变形控制.中国铁道科学.2011,32(4).
[41]龚曙光,谢桂兰ANSYS操作命令与参数化编程.北京.机械工业出版社.2004.10-349.
[42]段进ANSYS10.0结构分析从入门到精通.北京.兵器工业出版社.2006.10-172.
[43]李围.隧道及地下工程ANSYS实例分析.北京.中国水利水电出版社.2008.
[44]王梦恕.地下工程浅埋暗挖技术通论[M].合肥：安徽教育出版社,2004
[45]彭瑞泽.北京地铁复八线土建工程施工技术[M].北京：中国科学技术出版社,2003
[46]潘景副.北京地铁5号线盾构法隧道施工的三维有限元数值模拟[j].岩土工程界,2004.7(7)：78-80
[47]张银屏,雷震宇.浅埋暗挖隧道对地表变形影响的三维数值分析[J].华东交通大学学报,2005.5(22)：52-55
[48]朱衍峰.地铁新线车站穿越既有线车站的施工力学分析[D].成都：西南交通大学,2007.
[49]杨广武.地下工程穿越既有地铁线路变形控制标准和技术研究[D].北京：北京交通大学,2010.
[50]杨文栋.地铁穿越工程的风险管理研究[D].北京：北京交通大学,2011.
[51]张晓丽.浅埋暗挖法下穿既有地铁构筑物关键技术研究与实践[D].北京：北京交通大学,2007.