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盾构隧道施工阶段管片局部开裂原因初探
引用本文:陈俊生,莫海鸿,梁仲元. 盾构隧道施工阶段管片局部开裂原因初探[J]. 岩石力学与工程学报, 2006, 25(5): 906-910
作者姓名:陈俊生  莫海鸿  梁仲元
作者单位:1. 华南理工大学,土木工程系,广东,广州,510640
2. 广州市地下铁道总公司,广东,广州,510030
摘    要:钢筋混凝土管片作为盾构隧道最基本的结构单元,其破损和开裂必将造成隧道质量问题,并最终影响隧道的使用寿命。在施工过程中,发现部分管片螺栓孔附近出现开裂或破损,为分析出现裂缝或破损的原因,首先,通过3对标准块管片足尺正、负弯曲试验,发现并没有出现上述裂缝,从现象上证明该开裂不是由于管片问相对弯曲位移产生的;然后,通过三维有限元模拟,分别计算1对标准块管片在相对弯曲和相对扭转时的应力分布,通过分析应力云图和截面应力等值线发现,施工过程中出现的开裂和破损是由管片问相对扭转引起的。

关 键 词:隧道工程  开裂与破损  足尺管片试验  有限元分析
文章编号:1000-6915(2006)05-0906-05
收稿时间:2004-11-30
修稿时间:2004-11-302005-03-14

STUDY ON LOCAL CRACKING OF SEGMENTS IN SHIELD TUNNEL DURING CONSTRUCTION
CHEN Junsheng,MO Haihong,LIANG Zhongyuan. STUDY ON LOCAL CRACKING OF SEGMENTS IN SHIELD TUNNEL DURING CONSTRUCTION[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5): 906-910
Authors:CHEN Junsheng  MO Haihong  LIANG Zhongyuan
Affiliation:1. Department of Civil Engineering, South China University of Technology, Guangzhou, Guangdong 510640, China;2. Guangzhou Metro Corporation, Guangzhou, Guangdong 510030, China
Abstract:Reinforced concrete segments are the basic structure units in shield tunnel. The cracking and breakage on segments will cause quality defect, and finally influence the durability of shield tunnel. During construction, crack appears on some segments near the bolt holes. In order to find out the reasons, first, full-scale positive and negative bending tests are applied to three pairs of standard segments. The tests indicate that the bending displacement do not cause these cracks. Afterwards, the finite element method is used to calculate the segments stress distribution under relative bending and torsional moments between two standard segments. The contours and cross-section stress curves of analytical results indicate that the relative torsion between segments causes the cracks during shield tunnel construction.
Keywords:tunneling engineering, cracking and breakage   full-scale segments test   finite element analysis
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