地铁盾构隧道结构极限承载力的试验研究——考虑通缝和错缝拼装方式的影响
详细信息 查看官网全文
- 英文论文题名：Experimental Investigation on the Ultimate Bearing Capacity of Metro Shield Tunnel——Considering the Impact of Different Ways of Assembling
- 论文作者：柳献 ; 夏杨于雨 ; 黄晓冬
- 英文论文作者：LIU Xian ; XIA YangYuYu ; HUANG Xiaodong ; Department of Geotechnical Engineering ; Tongji University
- 年：2016
- 作者机构：同济大学地下建筑与工程系;
- 论文关键词：通缝拼装 ; 错缝拼装 ; 盾构隧道 ; 极限承载力
- 英文论文关键词：Universal segments ; Staggered assembling ; Shield tunnel ; Failure mechanism ; Full-scale test
- 会议召开时间：2016-10-24
- 会议录名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会论文集
- 语种：中文
- 分类号：U231.3;U455.43
- 学会代码：OGTY
- 会议名称：2016中国隧道与地下工程大会（CTUC）暨中国土木工程学会隧道及地下工程分会第十九届年会
- 会议地点：中国四川成都
- 主办单位：中国土木工程学会隧道及地下工程分会
- 学会名称：中国土木工程学会
- 页数：11
- 文件大小：2982k
- 原文格式：O
- 会议级别：全国
摘要
为探明不同拼装方式下盾构隧道衬砌管片的结构性能,提出了拟静力试验方法,分别进行了卸载工况下通缝和错缝拼装盾构隧道结构承载能力的足尺试验研究。试验结果表明:通缝和错缝拼装隧道的结构性能均表现为明显的三个阶段—弹性阶段、弹塑性阶段和塑性阶段;由于环间相互作用的影响,通缝和错缝拼装隧道发生破坏的过程不同;通缝和错缝拼装结构的破坏均由接缝破坏和管片截面钢筋屈服发展而成,属梁铰机制。与通缝拼装结构相比,错缝拼装结构具有较强的整体性。
In order to research the failure characteristics of shield tunnels under straight and staggered assembling,full-scale static loading tests were conducted on the ultimate bearing capacity of the two assembling segmental tunnel linings.The test result shows that structural performance of the two types of assembling structures both consists of three obvious stage:elastic stage,elastoplastic and plastic stage;Due to interactions between the rings,the two structures have different failure process.It was found the failure of both tested linings were caused by the failure of joints and the yield of main reinforcing steel.Compared with a straight assembling segmental structure,a staggered assembling segmental structure has a stronger integrity.
In order to research the failure characteristics of shield tunnels under straight and staggered assembling,full-scale static loading tests were conducted on the ultimate bearing capacity of the two assembling segmental tunnel linings.The test result shows that structural performance of the two types of assembling structures both consists of three obvious stage:elastic stage,elastoplastic and plastic stage;Due to interactions between the rings,the two structures have different failure process.It was found the failure of both tested linings were caused by the failure of joints and the yield of main reinforcing steel.Compared with a straight assembling segmental structure,a staggered assembling segmental structure has a stronger integrity.
引文
[1]刘建航,侯学渊.盾构法隧道[M].北京:中国铁道出版社,1991.LIU Jianhang,HOU Xueyuan.Shield Tunnelling[M].Beijing:China Railway Publishing House,1991.
[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,(1):97-109.HE Chuan,FENG Kun,FANG Yong.Review and Prospects on Constructing Technologies of Metro Tunnels Using Shield Tunneling Method[J].Journal of Southwest Jiaotong University,2015,(1):97-109.
[3]THOMBK,何生虎译.隧道衬砌设计原理[J].隧道译丛,1998,(10):1-6.THOM B K,(translated by HE Shenghu).Design Theory of Tunnel Lining[J].Translations collection of tunnelling,1998,(10):1-6.
[4]张凤翔,朱合华,等.盾构隧道[M].北京:人民交通出版社,2004:7-13.ZHANG Fengxiang,ZHU Hehua.Shield Tunnel Method[M].Beijing:China Communications Press,2004:7-13.
[5]张庭秀.延安东路隧道装配式衬砌水平整环试验研究[J].地下工程与隧道,1987,(2):19-26.ZHANG Tingfang.Experimental Study of Whole Ling Ring in East Yan'an Road Tunnel[J],Underground Works and Tunnels,1987,(2):19-26.
[6]曹文宏,陈正杰,杨志豪.超大直径隧道衬砌足尺结构试验研究[J].市政技术,2009,27(增2):239-242.CAO Wenhong,CHEN Zhengjie,YANG Zhihao.Experimental investigation of super large lining structure of tunnel in full size[J].Municipal Engineering Technology,2009,27(S2):239-242.
[7]封坤,何川,苏宗贤.南京长江隧道原型管片结构破坏试验研究[J].西南交通大学学报,2011,46(4):564-571.FENG Kun,HE Chuan,SU Zongxian.Prototype test on failure characteristics of segmental lining structure for Nanjing Yangtze River Tunnel[J].Journal of Southwest Jiaotong University,2011,46(4):564-571.
[8]毕湘利,柳献,王秀志,鲁亮,杨志豪.通缝拼装盾构隧道结构极限承载力的足尺试验研究[J].土木工程学报,2014,(10):117-127.BI Xiangli,LIU Xian,WANG Xiuzhi,et al.Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings[J].China Civil Engineering Journal,2014,(10):117-127.
[9]BLOM C.B.M.Design philosophy of concrete lining for tunnels in soft soils[D].Delft,the Netherlands:Delft University Technology,2002.
[10]JORG SCHREYER,DIETER WINSELMAN.Suitability tests for the lining for the 4th Elbe Tunnel Tube-Results of large-scale Tests[J].Tunnel,2000,(1):34-44.
[11]Kazuyoshi Nishikawa.Development of a prestressed and precast concrete segmental lining[J].Tunneling and Underground Space Technology,2003,118:243-251.
[12]宋成辉.软土地层地铁盾构通用环管片结构设计研究[J].地下空间与工程学报,2011,(4):733-740.SONG Chenghui.Study on Structure Design for Universal Shield Segments of Metro in Soft Soil[J].Chinese Journal of Underground Space and Engineering,2011,(4):733-740.
[13]柳献,黄晓冬.通缝拼装盾构隧道衬砌结构抗倒塌性能的试验研究[J].岩石力学与工程学报,2015,(S2):3703-3714.LIU Xian,HUANG Xiaodong.Experimental study of anti-collapse property of straight joint segmental tunnel lining structure[J].Chinese Journal of Rock Mechanics and Engineering,2015,(S2):3703-3714.
[14]朱瑶宏,夏杨于雨,柳献等.通用环错缝拼装隧道极限承载力的足尺试验研究[J].土木工程学报,2016(Submitted).ZHU Yaohong,XIA Yang YuYu,LIU Xian.Full scale test of ultimate bearing capacity of tunnel with universal ring joint[J].China Civil Engineering Journal,2016(Submitted).
[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,(1):97-109.HE Chuan,FENG Kun,FANG Yong.Review and Prospects on Constructing Technologies of Metro Tunnels Using Shield Tunneling Method[J].Journal of Southwest Jiaotong University,2015,(1):97-109.
[3]THOMBK,何生虎译.隧道衬砌设计原理[J].隧道译丛,1998,(10):1-6.THOM B K,(translated by HE Shenghu).Design Theory of Tunnel Lining[J].Translations collection of tunnelling,1998,(10):1-6.
[4]张凤翔,朱合华,等.盾构隧道[M].北京:人民交通出版社,2004:7-13.ZHANG Fengxiang,ZHU Hehua.Shield Tunnel Method[M].Beijing:China Communications Press,2004:7-13.
[5]张庭秀.延安东路隧道装配式衬砌水平整环试验研究[J].地下工程与隧道,1987,(2):19-26.ZHANG Tingfang.Experimental Study of Whole Ling Ring in East Yan'an Road Tunnel[J],Underground Works and Tunnels,1987,(2):19-26.
[6]曹文宏,陈正杰,杨志豪.超大直径隧道衬砌足尺结构试验研究[J].市政技术,2009,27(增2):239-242.CAO Wenhong,CHEN Zhengjie,YANG Zhihao.Experimental investigation of super large lining structure of tunnel in full size[J].Municipal Engineering Technology,2009,27(S2):239-242.
[7]封坤,何川,苏宗贤.南京长江隧道原型管片结构破坏试验研究[J].西南交通大学学报,2011,46(4):564-571.FENG Kun,HE Chuan,SU Zongxian.Prototype test on failure characteristics of segmental lining structure for Nanjing Yangtze River Tunnel[J].Journal of Southwest Jiaotong University,2011,46(4):564-571.
[8]毕湘利,柳献,王秀志,鲁亮,杨志豪.通缝拼装盾构隧道结构极限承载力的足尺试验研究[J].土木工程学报,2014,(10):117-127.BI Xiangli,LIU Xian,WANG Xiuzhi,et al.Experimental investigation on the ultimate bearing capacity of continuous-jointed segmental tunnel linings[J].China Civil Engineering Journal,2014,(10):117-127.
[9]BLOM C.B.M.Design philosophy of concrete lining for tunnels in soft soils[D].Delft,the Netherlands:Delft University Technology,2002.
[10]JORG SCHREYER,DIETER WINSELMAN.Suitability tests for the lining for the 4th Elbe Tunnel Tube-Results of large-scale Tests[J].Tunnel,2000,(1):34-44.
[11]Kazuyoshi Nishikawa.Development of a prestressed and precast concrete segmental lining[J].Tunneling and Underground Space Technology,2003,118:243-251.
[12]宋成辉.软土地层地铁盾构通用环管片结构设计研究[J].地下空间与工程学报,2011,(4):733-740.SONG Chenghui.Study on Structure Design for Universal Shield Segments of Metro in Soft Soil[J].Chinese Journal of Underground Space and Engineering,2011,(4):733-740.
[13]柳献,黄晓冬.通缝拼装盾构隧道衬砌结构抗倒塌性能的试验研究[J].岩石力学与工程学报,2015,(S2):3703-3714.LIU Xian,HUANG Xiaodong.Experimental study of anti-collapse property of straight joint segmental tunnel lining structure[J].Chinese Journal of Rock Mechanics and Engineering,2015,(S2):3703-3714.
[14]朱瑶宏,夏杨于雨,柳献等.通用环错缝拼装隧道极限承载力的足尺试验研究[J].土木工程学报,2016(Submitted).ZHU Yaohong,XIA Yang YuYu,LIU Xian.Full scale test of ultimate bearing capacity of tunnel with universal ring joint[J].China Civil Engineering Journal,2016(Submitted).