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拟建隧道下穿热力顶管的现状评估
引用本文:施烨辉,何平,卞晓琳.拟建隧道下穿热力顶管的现状评估[J].北方交通大学学报,2010(4):27-30,35.
作者姓名:施烨辉  何平  卞晓琳
作者单位:北京交通大学隧道及地下工程教育部工程研究中心,北京100044
基金项目:基金项目:国家自然科学基金资助项目(50778012);北京交通大学人才基金资助项目(2007RC001)
摘    要:新建城市隧道通常要下穿某些正在使用中的管线,为降低隧道施工对管线使用的影响,结合隧道下穿热力顶管实际工程,提出一种现状评估思路:对拟建隧道下穿的既有管线检测,获取目前属性参数,利用结构力学理论和有限元方法计算分析其目前抗变形能力,并综合几何尺寸计算结果,得出管线沉降变形和差异变形控制指标,为隧道设计施工提供科学依据.

关 键 词:隧道  顶管  现状评估

Status Evaluation of the Pipe Jacking Above Planned Tunnel
SHI Yehui,HE Ping,BIAN Xiaolin.Status Evaluation of the Pipe Jacking Above Planned Tunnel[J].Journal of Northern Jiaotong University,2010(4):27-30,35.
Authors:SHI Yehui  HE Ping  BIAN Xiaolin
Institution:(Tunnel and Underground Engineering Research Center of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China)
Abstract:With exploitation of the city underground space, the newly built tunnel always goes through the complicated conduit network. It is a big problem for the design and construction of the tunnel to satisfy the control criteria to ensure a safe and successful project. In this paper, an existent conduit is detected and the property parameters are obtained. Based on these parameters, the deformation resistance is calculated with the finite element method. Combining with the calculation analysis to the geometry dimension, the control criteria of the conduit sedimentation deformation and the difference deformation are proposed, which provides scientific basis for the tunnel design and construction.
Keywords:tunnel  pipe jacking  status evaluation
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