Please wait a minute...
浙江大学学报(工学版)
浙江大学学报(工学版)  2019, Vol. 53 Issue (1): 69-77    DOI: 10.3785/j.issn.1008-973X.2019.01.008
土木工程     
地铁车站穿越地面建筑物施工方法
汪成兵, 邵普
交通运输部公路科学研究院, 北京 100008
Crossing construction methods of subway station under building
WANG Cheng-bing, SHAO Pu
Research Institute of Highway Ministry of Transport, Beijing 100008, China
 全文: PDF(1869 KB)   HTML
摘要：

以某地铁车站为工程背景，采用1∶20大比例模型试验与数值模拟的方法，对地铁车站采用柱洞法、侧洞法、中洞法3种施工方法穿越地面3层框架结构建筑进行研究. 对比分析不同施工方法对围岩及建筑物位移、结构内力、围岩塑性区等的影响. 研究结果表明，围岩内部沉降、地表沉降、地表水平位移、建筑物顶部沉降、建筑物柱间沉降差、立柱垂直应力、横梁水平应力、围岩塑性区在采用柱洞法施工时最小，中洞法施工时最大.
Abstract:

A subway station which is under a three-layer frame structural building was taken as an engineering background. The whole construction processes of pioneer heading column construction method, side-tunnel construction method and mid-tunnel construction method were analyzed by 1:20 large scale model tests and numerical simulations in order to find the most appropriate construction method for subway station which was under a three-layer frame structural building. The influences of different construction method on displacement of stratum and building, internal force of structure and plastic zone of surrounding rock were analyzed. The results of model tests and numerical simulations show that the settlement of surrounding rock and ground surface, the horizontal displacement of ground surface, the settlement of building top, the settlement difference between columns, column vertical stress, beam horizontal stress and plastic zone of surrounding rock are the smallest by adopting pioneer heading column construction method, while those are the largest by adopting mid-tunnel construction method.
收稿日期: 2018-01-01 出版日期: 2019-01-07
CLC:  O319  
作者简介: 汪成兵(1979-),男,副研究员,博士,从事隧道及地下工程的研究.orcid.org/0000-0003-0110-9369.E-mail:cbing505@163.com
服务　　
把本文推荐给朋友
加入引用管理器
E-mail Alert
作者相关文章　　

引用本文:

汪成兵, 邵普. 地铁车站穿越地面建筑物施工方法[J]. 浙江大学学报(工学版), 2019, 53(1): 69-77.

WANG Cheng-bing, SHAO Pu. Crossing construction methods of subway station under building. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2019, 53(1): 69-77.

链接本文:

http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2019.01.008    或    http://www.zjujournals.com/eng/CN/Y2019/V53/I1/69

[1] 王梦恕. 中国隧道及地下工程修建技术[M]. 北京:人民交通出版社, 2010.
[2] MOORAK S, EDWARD J C. Estimation of building damage due to excavation-induced ground movements[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2005, 131(2):162-177.
[3] CHUNGSIK Y, JAE-HOON K. A web-based tunneling-induced building/utility damage assessment system:TURISK[J]. Tunnelling and Space Technology, 2003, 18(5):497-511.
[4] 张登雨, 张子新, 吴昌将. 盾构侧穿邻近古建筑地表长期沉降预测与分析[J]. 岩石力学与工程学报, 2011, 30(10):2143-2150 ZHANG Deng-yu, ZHANG Zi-xin, WU Chang-jiang. Prediction and analysis of long-term surface settlement caused by shield tunneling side-crossing adjacent ancient buildings[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(10):2143-2150
[5] 葛世平, 廖少明, 陈立生, 等. 地铁隧道建设与运营对地面房屋的沉降影响与对策[J]. 岩石力学与工程学报, 2008, 27(3):550-556 GE Shi-ping, LIAO Shao-ming, CHEN Li-sheng, et al. Influence of construction and operation of metro tunnel on settlement of ground buildings and countermeasures[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(3):550-556
[6] 徐明, 邹文浩, 章龙管. 房屋刚度对隧道开挖引起的土体变形的影响[J]. 岩石力学与工程学报, 2014, 33(4):838-848 XU Ming, ZOU Wen-hao, ZHANG Long-guan. Influence of building stiffness on soil deformation induced by tunneling[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(4):838-848
[7] 柳厚祥, 任志勇, 陈思宇. 隧道不太位置下穿施工引起临近建筑物的变形分析[J]. 土木工程学报, 2014, 47(8):128-137 LIU Hou-xiang, REN Zhi-yong, CHEN Si-yu. Deformation analysis of adjacent buildings due to the construction of undercrossing tunnel[J]. China Civil Engineering Journal, 2014, 47(8):128-137
[8] 张成平, 张顶立, 王梦恕. 大断面隧道施工引起的上覆地铁隧道变形分析[J]. 岩土工程学报, 2009, 31(5):805-810 ZHANG Cheng-ping, ZHANG Ding-li, WANG Meng-shu. Structural deformation of overlying subway tunnels induced by tunneling[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(5):805-810
[9] 王振飞, 张成平, 王剑晨, 等. 新建地铁车站近距离上穿既有地铁区间隧道施工方案的选择[J]. 中国铁道科学, 2013, 34(5):63-69 WANG Zhen-fei, ZHANG Cheng-ping, WANG Jian-chen, et al. Selection of the construction method for newly-built subway station closely up-crossing existing metro tunnels[J]. China Railway Science, 2013, 34(5):63-69
[10] 房倩, 张顶立. 浅埋暗挖地铁车站下穿既有线结构施工方法研究[J]. 中国铁道科学, 2007, 28(5):71-77 FANG Qian, ZHANG Ding-li. Study on the shallow tunnel construction methods for a new built subway station passing through the bottom of the existing subway[J]. China Railway Science, 2007, 28(5):71-77
[11] 张成平, 张顶立, 王梦恕. 复杂地铁工程施工安全控制技术研究[J]. 中国安全科学学报, 2008, 18(8):171-176 ZHANG Cheng-ping, ZHANG Ding-li, WANG Meng-shu. Research on safety control techniques for complex subway construction[J]. China Safety Science Journal, 2008, 18(8):171-176
[12] 中华人民共和国国家标准编写组. 建筑结构荷载规范:GB50009-2012[S]. 北京:中国建筑工业出版社, 2012.
No related articles found!