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盾构隧道衬砌环轴线偏差计算方法研究
引用本文:董秀竹朱战魁,宋晓龙张稳军. 盾构隧道衬砌环轴线偏差计算方法研究[J]. 土木工程学报, 2019, 52(Z2): 149-154
作者姓名:董秀竹朱战魁  宋晓龙张稳军
作者单位:1.中国铁路设计集团有限公司,天津300142;2.天津大学建筑工程学院,天津300354;3.天津大学滨海土木工程结构与安全教育部重点实验室,天津300354;4.北京交通大学城市地下工程教育部重点实验室,北京100044
摘    要:软土地区快速轨道交通盾构隧道具有线路控制更加严格,施工质量及线路精度控制难度更大等特点。为快速准确地计算盾构隧道衬砌环的轴线偏差,首先,基于一般形式的地铁线路线形,以隧道里程为纽带,对隧道设计轴线的三维坐标进行了解算;其次,采用二分法,通过不断迭代给出衬砌环偏差计算点对应隧道设计轴线的理论位置,进而提出衬砌环平面和高程偏差的计算方法;最后,结合天津市滨海新区轨道交通Z2线线路资料,给出衬砌环偏差计算的过程及结果。

关 键 词:快速轨道交通  盾构隧道  轴线偏差计算  

Study on calculation method of the deviation of lining ring axis for shield tunnel
Dong Xiuzhu Zhu Zhankui Song Xiaolong Zhang Wenjun. Study on calculation method of the deviation of lining ring axis for shield tunnel[J]. China Civil Engineering Journal, 2019, 52(Z2): 149-154
Authors:Dong Xiuzhu Zhu Zhankui Song Xiaolong Zhang Wenjun
Affiliation:1. China Railway Design Group Corporation, Tianjin 300142, China; 2. School of Civil Engineering, Tianjin University, Tianjin 300354, China;3. Key Laboratory of Coast Civil Structure Safety of the Ministry of Education, Tianjin University, Tianjin 300354, China;4. Key Laboratory of Urban Underground Engineering of the Ministry of Education, Beijing Jiaotong University, Beijing 100044, China
Abstract:Shield tunnels used for rail rapid transit in soft soil areas are characterized by stricter line control, worse construction quality and more difficult in line precision control. In order to calculate the deviation of lining ring axis for shield tunnel quickly and accurately, firstly, based on the general form of metro line alignment and taking tunnel mileage as a link, the calculation method of three-dimensional coordinates of tunnel design axis (DTA) is given. Secondly, by means of dichotomy and continuous iteration, the theoretical position of deviation calculation point of lining ring corresponding to DTA is computed, and then the calculation method of plane deviation and elevation deviation of lining ring is proposed. Finally, combined with the line data of the Z2 line project of Tianjin Binhai New District, the calculation process and results of the deviation of lining ring are presented.
Keywords: rail rapid transit   shield tunnel   axis deviation calculation  
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