天津某地铁盾构穿越既有铁路工程变形规律及施工控制研究
发布时间:2018-02-15 14:47
本文关键词: 盾构 穿越 城际铁路 直径线 变形规律 出处:《北京交通大学》2014年硕士论文 论文类型:学位论文
【摘要】:摘要:社会的发展使得城市规模越来越大,人口越来越密集,进而造成严重交通拥挤、环境恶化和资源的超前消耗。在解决城市问题的过程中,轨道交通以其运量大、速度快、安全、准点、保护环境、节约能源和用地等特点得到世界各国的认可。高速铁路与普速铁路组成了城市之间的轨道交通体系;地铁和直径线等则组成了城市内部轨道交通的体系。为满足人们出行方便,地铁与铁路无缝化换乘已成为必然。在无缝化换乘中,地铁穿越既有线将难以避免。地铁施工对既有线的安全运营带来了影响。因此,分析地铁盾构穿越对既有线的影响,了解影响特点及变形规律,总结施工中的成功经验,可以为类似工程提供参考依据。 本文以某天津新建地铁区间盾构穿越京津城际铁路及地下直径线工程为例,运用数值模拟方法,结合监测数据,分析并总结京津城际客运专线及直径线在盾构穿越下的变形特点;总结施工经验;通过对比分析在不同施工参数及施工方案下既有线的变形特点,给出施工控制建议,为类似工程施工提供参照依据。本文主要开展的研究工作如下: (1)运用ANSYS有限元数值分析软件,建立地层—结构三维实体模型,计算盾构穿越施工对京津城际铁路及地下直径线的影响,给出施工期间的变形控制指标。结合监测数据,研究既有线的变形规律,总结施工经验。 (2)对比分析不同施工方案、不同盾构参数对既有线轨道和结构的影响情况,为工程受条件限制时选择最合理的施工方案提供参考依据,指导类似工程施工。
[Abstract]:Absrtact: with the development of society, the urban scale is becoming larger and larger and the population is more and more dense, thus causing serious traffic congestion, environmental deterioration and advanced consumption of resources. In the process of solving the urban problems, rail transit has a large volume and a fast speed. The characteristics of safety, punctuality, environmental protection, energy conservation and land use are recognized by all over the world. Subway and diameter line constitute the system of urban rail transit. In order to meet the convenience of people, seamless transfer between subway and railway has become inevitable. It is difficult to avoid subway crossing existing lines. Subway construction has an impact on the safe operation of existing lines. Therefore, this paper analyzes the influence of shield tunneling on existing lines, understands the influence characteristics and deformation rules, and summarizes the successful experience in construction. It can provide reference for similar projects. In this paper, taking the shield tunneling project of a newly built subway section in Tianjin as an example, a numerical simulation method is used to combine the monitoring data with the construction of the Beijing-Tianjin Intercity Railway and the underground diameter line. This paper analyzes and summarizes the deformation characteristics of Beijing-Tianjin intercity passenger dedicated line and diameter line under shield tunneling, summarizes the construction experience, compares and analyzes the deformation characteristics of existing lines under different construction parameters and construction schemes, and gives some suggestions for construction control. The main research work of this paper is as follows:. 1) using ANSYS finite element numerical analysis software, the three-dimensional solid model of stratum structure is established, the influence of shield tunneling construction on Beijing-Tianjin inter-city railway and underground diameter line is calculated, and the deformation control index during construction is given, and the monitoring data are combined. The deformation law of existing railway line is studied and construction experience is summarized. 2) the influence of different construction schemes and shield parameters on the track and structure of the existing railway line is comparatively analyzed, which provides a reference basis for selecting the most reasonable construction scheme when the project is restricted by the conditions, and guides the construction of similar projects.
【学位授予单位】:北京交通大学
【学位级别】:硕士
【学位授予年份】:2014
【分类号】:U231.3;U455.43
【参考文献】
相关期刊论文 前10条
1 吴张中;李丽平;陈少华;;地铁隧道盾构施工地表沉降的预测分析[J];路基工程;2007年04期
2 高俊强,胡灿;盾构推进和地表沉降的变化关系探讨[J];南京工业大学学报(自然科学版);2005年04期
3 孙继东;;富水砂卵石层土压平衡盾构下穿污水干管技术[J];山西建筑;2010年28期
4 张志强,何川,佘才高;南京地铁盾构掘进施工的三维有限元仿真分析[J];铁道学报;2005年01期
5 何川;苏宗贤;曾东洋;;地铁盾构隧道重叠下穿施工对上方已建隧道的影响[J];土木工程学报;2008年03期
6 黄宏伟,张冬梅;盾构隧道施工引起的地表沉降及现场监控[J];岩石力学与工程学报;2001年S1期
7 张云,殷宗泽,徐永福;盾构法隧道引起的地表变形分析[J];岩石力学与工程学报;2002年03期
8 徐永福,陈建山,傅德明;盾构掘进对周围土体力学性质的影响[J];岩石力学与工程学报;2003年07期
9 廖少明,余炎,李文林;地中弹性边界对盾构近距离掘进位移场的影响[J];岩石力学与工程学报;2005年19期
10 唐晓武;朱季;刘维;陈仁朋;;盾构施工过程中的土体变形研究[J];岩石力学与工程学报;2010年02期
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