|本期目录/Table of Contents|

[1]郭海柱,白 哲.三圆盾构施工复杂地铁换乘车站模拟分析[J].建筑科学与工程学报,2021,38(06):147-154.[doi:10.19815/j.jace.2021.08058]
 GUO Hai-zhu,BAI Zhe.Numerical Simulation Analysis of Interchange Metro Station Construction by Triple Circle Shield Method Under Complex Condition[J].Journal of Architecture and Civil Engineering,2021,38(06):147-154.[doi:10.19815/j.jace.2021.08058]
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三圆盾构施工复杂地铁换乘车站模拟分析(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
38卷
期数:
2021年06期
页码:
147-154
栏目:
软土隧道施工与变形控制
出版日期:
2021-11-05

文章信息/Info

Title:
Numerical Simulation Analysis of Interchange Metro Station Construction by Triple Circle Shield Method Under Complex Condition
文章编号:
1673-2049(2021)06-0147-08
作者:
郭海柱1白 哲2
(1. 深圳信息职业技术学院 交通与环境学院,广东 深圳 518172; 2. 河南城建学院 土木与交通工程学院,河南 平顶山 467036)
Author(s):
GUO Hai-zhu1 BAI Zhe2
(1. School of Transportation and Environment, Shenzhen Institute of Information Technology, Shenzhen 518172, Guangdong, China; 2. School of Civil and Transportation Engineering, Henan University of Urban Construction, Pingdingshan 467036, Henan, China)
关键词:
三圆盾构 换乘车站 数值模拟 沉降变形
Keywords:
triple circle shield interchange station numerical simulation settlement deformation
分类号:
TU973.2
DOI:
10.19815/j.jace.2021.08058
文献标志码:
A
摘要:
提出在复杂条件下采用三圆盾构技术修建地铁换乘车站的新方法,结合某换乘车站案例,对三圆盾构近接施工换乘车站全过程进行了数值模拟计算,重点分析了三圆盾构施工引起的运营车站底板、围护结构、管片、周边地层等变形情况。结果表明:三圆盾构车站宽度范围内,原有车站底板向下沉降,原有车站围护结构向新建车站方向发生水平变形; 三圆盾构车站上方管片向下变形,下方管片向上变形; 受三圆盾构车站中间立柱的影响,两立柱之间管片上部沉降量和下部上浮量均比立柱位置大; 在设计时为确保新建三圆盾构车站结构安全,需采取增加临时支撑、增强管片刚度、增强立柱与上下海鸥块连接等措施; 开挖进尺不同引起车站结构变形的不同,既有材料非线性的影响,也有施工过程中体系演变的影响; 研究成果可为采用大断面或异形盾构机在城市核心区修建大型换乘车站提供借鉴。
Abstract:
A new method to build interchange metro station by using triple circle shield technology was put forward under complex condition. Combined with a transfer station case, the whole process of triple circle shield construction near transfer stations was numerically simulated. The deformations of floor, enclosure structure, segment and surrounding stratum caused by the construction of triple circle shield were analyzed. The results show that within the width of the triple circle shield station, the original floor of the station descends, and the original enclosure structure of the station deforms horizontally towards the new station. The upper segment of the triple circle shield station deforms downward, while the lower segment deforms upward. Under the influence of the middle column of the triple-circle shield station, the upper settlement and the lower floating amount of the segments between the two columns are greater than those of the columns. In order to ensure the structural safety of the new triple circle shield station, measures such as adding temporary support, strengthening the stiffness of segments, and strengthening the connection between the column and the upper and lower seagull blocks should be taken. Different excavation footage causes different structural deformation of the station, which is not only caused by the nonlinear effect of materials, but also caused by the system evolution in the construction process. The research results can provide a reference for the construction of large transfer stations in urban core areas by using large cross-section or special-shaped shield machines.

参考文献/References:

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DING De-yun,LU Wei-dong,YANG Xiu-ren,et al.Study of Mechanical Performance of Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].Rock and Soil Mechanics,2010,31(S2):281-287.
[11]彭智勇,刘维宁,丁德云,等.大直径盾构隧道分块型K管片接触面力学性能的试验研究[J],中国铁道科学,2013,34(5):39-45.
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DING De-yun,YANG Xiu-ren,LU Wei-dong,et al.Numerical Analysis of Influence of Large-diameter Shield Tunneling on Underground Ventilation Adit of Metro Station[J].Chinese Journal of Geotechnical Engineering,2011,33(S1):395-400.
[13]王 芳,汪 挺,贺少辉,等.PBA法扩挖大直径盾构隧道修建地铁车站时结构关键节点的受力分析[J].中国铁道科学,2013,34(5):54-62.
WANG Fang,WANG Ting,HE Shao-hui,et al.Mechanical Behavior of Critical Joints in Enlarging Large Diameter Shield Tunnel by PBA Method to Build Metro Station[J].China Railway Science,2013,34(5):54-62.
[14]王 芳.PBA法扩挖大直径盾构隧道修建地铁车站风险辨识与控制研究[D].北京:北京交通大学,2013.
WANG Fang.Study for Risk Identification and Control of Building a Metro Station by Enlarging a Existing Large Diameter Shield Tunnel Using PBA Method[D].Beijing:Beijing Jiaotong University,2013.
[15]南骁聪.大直径盾构结合PBA法修建地铁车站三维数值分析[D].北京:北京交通大学,2012.
NAN Xiao-cong. Three-dimensional Numerical Analysis of Metro Station Construction by Large Diameter Shield Tunneling Combined with PBA Method[D].Beijing:Beijing Jiaotong University,2012.
[16]孙长军,张顶立,郑 昊,等.大盾构扩挖车站受力转换及施工关键技术研究[J].土木工程学报,2015,48(增1):293-296.
SUN Chang-jun,ZHANG Ding-li,ZHENG Hao,et al.Study of Key Construction Technique and Mechanical Performance of Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].China Civil Engineering Journal,2015,48(S1):293-296.
[17]汪 波,李兆平,汪 挺,等.基于大直径盾构隧道扩挖地铁车站关键技术研究[J].土木工程学报,2015,48(增1):373-377.
WANG Bo,LI Zhao-ping,WANG Ting,et al.A Study of Key Construction Technology on Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].China Civil Engineering Journal,2015,48(S1):373-377.
[18]曾 鹏.盾构法结合CRD法建造地铁车站方案研究[D].北京:北京交通大学,2011.
ZENG Peng.Research on the Construction Schemes of Metro Station by Combine with Shield Method and CRD Method[D].Beijing:Beijing Jiaotong University,2011.
[19]朱合华,丁文其,李晓军.盾构隧道施工力学性态模拟及工程应用[J].土木工程学报,2000,33(3):98-103.
ZHU He-hua,DING Wen-qi,LI Xiao-jun.Construction Simulation for the Mechanical Behavior of Shield Tunnel and Its Application[J].China Civil Engineering Journal,2000,33(3):98-103.
[20]冯紫良,朱志伟.岩土工程施工过程中体系演变问题的分析方法[J].岩土工程学报,1999,21(3):366-369.
FENG Zi-liang,ZHU Zhi-wei.On the Numerical Analysis of Changeable System in Construction of Geotechnical Engineering[J].Chinese Journal of Geotechnical Engineering,1999,21(3):366-369.
[1] KOYAMA Y.Present Status and Technology of Shield Tunnelling Method in Japan[J].Tunneling and Underground Space Technology,2003,18(2/3):145-159.
[2]DOBASHI H,SHIRATORI A,MIYAMA D,et al.Design and Construction of Enlarging Shield Tunnel Sections of Large Dimensional Shield Tunnels for the Non-open-cut Method[J].Tunnelling and Underground Space Technology,2006,21(3/4):249.
[3]楼如岳.三圆型盾构掘进机应用于日本大阪地铁工程[J].地下工程与隧道,1995(3):8.
LOU Ru-yue.Triple Circle Shield Boring on Osaka Metro Project in Japan[J].Underground Engineering and Tunnel,1995(3):8.
[4]何 川,丁建隆,李 围.配合盾构法修建地铁车站的技术方案[J].西南交通大学学报,2005,40(3):293-297.
HE Chuan,DING Jian-long,LI Wei.Technical Schemes for Metro Station Construction Based on Shield Method[J].Journal of Southwest Jiaotong University,2005,40(3):293-297.
[5]管攀峰,郭振坤,陈 鸿,等.结合盾构法修建地铁车站方案综述[J].公路交通技术,2018,34(增1):139-146.
GUAN Pan-feng,GUO Zhen-kun,CHEN Hong,et al.An Overview of the Metro Station Building Schemes Combined with Shield Construction[J].Technology of Highway and Transport,2018,34(S1):139-146.
[6]张新金.盾构法与浅埋暗挖法结合建造地铁车站关键技术研究[D].北京:北京交通大学,2010.
ZHNAG Xin-jin.Study on Key Technologies of the Metro Station Constructed by Shield Tunneling Method Combined with Mining Method[D].Beijing:Beijing Jiaotong University,2010.
[7]刘维宁,路美丽,张新金,等.盾构法和浅埋暗挖法结合建造地铁车站的模型试验[J].岩石力学与工程学报,2009,28(8):1629-1639.
LIU Wei-ning,LU Mei-li,ZHANG Xin-jin,et al.Model Test on Metro Station Constructed by Combination of Shield Method and Shallow-buried Tunneling Method[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(8):1629-1639.
[8]路美丽.盾构先行条件下拓展地铁车站的方案研究及风险分析[D].北京:北京交通大学,2007.
LU Mei-li.Study on Schemes and Risk Analysis of the Expanded Metro Station Under Shield Running Tunnel[D].Beijing:Beijing Jiaotong University,2007.
[9]陈 峰.盾构法与浅埋暗挖法结合修建地铁车站施工过程动态数值分析——以北京地铁4号线为例[J].隧道建设,2015,35(4):335-341.
CHEN Feng.Dynamic Numerical Analysis on a Metro Station on Line 4 of Beijing Metro Constructed by Shield Method and Shallow-covered Mining Method[J].Tunnel Construction,2015,35(4):335-341.
[10]丁德云,鲁卫东,杨秀仁,等.大直径盾构隧道扩挖地铁车站的力学性能研究[J].岩土力学,2010,31(增2):281-287.
DING De-yun,LU Wei-dong,YANG Xiu-ren,et al.Study of Mechanical Performance of Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].Rock and Soil Mechanics,2010,31(S2):281-287.
[11]彭智勇,刘维宁,丁德云,等.大直径盾构隧道分块型K管片接触面力学性能的试验研究[J],中国铁道科学,2013,34(5):39-45.
PENG Zhi-yong,LIU Wei-ning,DING De-yun,et al.Experimental Study on the Mechanical Properties of the Interface on Partitioned Key Segment of Large-diameter Shield Tunnel[J].China Railway Science,2013,34(5):39-45.
[12]丁德云,杨秀仁,鲁卫东,等.大直径盾构施工对地铁暗挖风道影响数值分析[J].岩土工程学报,2011,33(增1):395-400.
DING De-yun,YANG Xiu-ren,LU Wei-dong,et al.Numerical Analysis of Influence of Large-diameter Shield Tunneling on Underground Ventilation Adit of Metro Station[J].Chinese Journal of Geotechnical Engineering,2011,33(S1):395-400.
[13]王 芳,汪 挺,贺少辉,等.PBA法扩挖大直径盾构隧道修建地铁车站时结构关键节点的受力分析[J].中国铁道科学,2013,34(5):54-62.
WANG Fang,WANG Ting,HE Shao-hui,et al.Mechanical Behavior of Critical Joints in Enlarging Large Diameter Shield Tunnel by PBA Method to Build Metro Station[J].China Railway Science,2013,34(5):54-62.
[14]王 芳.PBA法扩挖大直径盾构隧道修建地铁车站风险辨识与控制研究[D].北京:北京交通大学,2013.
WANG Fang.Study for Risk Identification and Control of Building a Metro Station by Enlarging a Existing Large Diameter Shield Tunnel Using PBA Method[D].Beijing:Beijing Jiaotong University,2013.
[15]南骁聪.大直径盾构结合PBA法修建地铁车站三维数值分析[D].北京:北京交通大学,2012.
NAN Xiao-cong. Three-dimensional Numerical Analysis of Metro Station Construction by Large Diameter Shield Tunneling Combined with PBA Method[D].Beijing:Beijing Jiaotong University,2012.
[16]孙长军,张顶立,郑 昊,等.大盾构扩挖车站受力转换及施工关键技术研究[J].土木工程学报,2015,48(增1):293-296.
SUN Chang-jun,ZHANG Ding-li,ZHENG Hao,et al.Study of Key Construction Technique and Mechanical Performance of Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].China Civil Engineering Journal,2015,48(S1):293-296.
[17]汪 波,李兆平,汪 挺,等.基于大直径盾构隧道扩挖地铁车站关键技术研究[J].土木工程学报,2015,48(增1):373-377.
WANG Bo,LI Zhao-ping,WANG Ting,et al.A Study of Key Construction Technology on Metro Station Constructed by Enlarging Large Diameter Shield Tunnel[J].China Civil Engineering Journal,2015,48(S1):373-377.
[18]曾 鹏.盾构法结合CRD法建造地铁车站方案研究[D].北京:北京交通大学,2011.
ZENG Peng.Research on the Construction Schemes of Metro Station by Combine with Shield Method and CRD Method[D].Beijing:Beijing Jiaotong University,2011.
[19]朱合华,丁文其,李晓军.盾构隧道施工力学性态模拟及工程应用[J].土木工程学报,2000,33(3):98-103.
ZHU He-hua,DING Wen-qi,LI Xiao-jun.Construction Simulation for the Mechanical Behavior of Shield Tunnel and Its Application[J].China Civil Engineering Journal,2000,33(3):98-103.
[20]冯紫良,朱志伟.岩土工程施工过程中体系演变问题的分析方法[J].岩土工程学报,1999,21(3):366-369.
FENG Zi-liang,ZHU Zhi-wei.On the Numerical Analysis of Changeable System in Construction of Geotechnical Engineering[J].Chinese Journal of Geotechnical Engineering,1999,21(3):366-369.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2021-08-03
基金项目:广东省普通高校特色创新项目(2020KTSCX300); 河南省科技攻关计划项目(182102310777)
作者简介:郭海柱(1980-),男,河南南阳人,高级工程师,工学博士,E-mail:48101134@qq.com。
通信作者:白 哲(1980-),男,河南邓州人,副教授,工学博士,E-mail:bzoey@163.com。
更新日期/Last Update: 2021-11-01