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Cutting Wheel Structure Selection of EPB TBM and Its Adaptability Evaluation in Large Particle Size Gravel Strata
作者姓名:Jiang Hu  Jiang Yusheng  Zhang Jinxun and Yang Zhiyong
作者单位:School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083, P.R.China; Postdoctoral Programme, Beijing Urban Construction Group Co.,Ltd,Beijing 10088,P.R.China;School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083, P.R.China;Postdoctoral Programme, Beijing Urban Construction Group Co.,Ltd,Beijing 10088,P.R.China;School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing 100083, P.R.China
摘    要:Large particle size gravel strata layer is very difficult for TBM construction which brings about a series of problems for EPB TBM advancing in Beijing Metro. Cutting wheel is an important component of EPB TBM and cutting wheel with reasonable structure is essential for EPB TBM to advance steadily and effectively in large particle size gravel strata. In-situ EPB TBM advancing tests are carried out in large two adjacent shield interval where the strata conditions make it possible to find out the most efficient cutting wheel structure by monitoring key parameters through Real-time Information Management System. Based on the analysis and comparison of advancing efficiency, strata adaptability of key parameters and tools wearing, the following conclusions can be obtained: 1) Spoke cutting wheel has better strata adaptability and higher efficiency than panel cutting wheel as well as more advantages in controlling tools wearing. 2) open ratio ranging from 55% to 65% is the reasonable for cutting wheel. 3) Advancing speed and earth pressure are very important for EPB TBM construction. Compared with panel cutting wheel, spoke cutting wheel can obtained higher advancing speed and more stable earth pressure in tests. However the change of earth pressure should also be paid attention when EPB TBM advancing in fast speed. The advancing speed should be controlled in the range of 20 to 60 mm/min.

关 键 词:large  size  gravel  stratum    in-situ  tests    panel-type    spoke-type    stratum  adaptability
收稿时间:2/8/2014 12:00:00 AM

Cutting Wheel Structure Selection of EPB TBM and Its Adaptability Evaluation in Large Particle Size Gravel Strata
Jiang Hu,Jiang Yusheng,Zhang Jinxun and Yang Zhiyong.Cutting Wheel Structure Selection of EPB TBM and Its Adaptability Evaluation in Large Particle Size Gravel Strata[J].Storage & Process,2014(5):119-124.
Authors:Jiang Hu  Jiang Yusheng  Zhang Jinxun and Yang Zhiyong
Abstract:Large particle size gravel strata layer is very difficult for TBM construction which brings about a series of problems for EPB TBM advancing in Beijing Metro. Cutting wheel is an important component of EPB TBM and cutting wheel with reasonable structure is essential for EPB TBM to advance steadily and effectively in large particle size gravel strata. In-situ EPB TBM advancing tests are carried out in large two adjacent shield interval where the strata conditions make it possible to find out the most efficient cutting wheel structure by monitoring key parameters through Real-time Information Management System. Based on the analysis and comparison of advancing efficiency, strata adaptability of key parameters and tools wearing, the following conclusions can be obtained: 1) Spoke cutting wheel has better strata adaptability and higher efficiency than panel cutting wheel as well as more advantages in controlling tools wearing. 2) open ratio ranging from 55% to 65% is the reasonable for cutting wheel. 3) Advancing speed and earth pressure are very important for EPB TBM construction. Compared with panel cutting wheel, spoke cutting wheel can obtained higher advancing speed and more stable earth pressure in tests. However the change of earth pressure should also be paid attention when EPB TBM advancing in fast speed. The advancing speed should be controlled in the range of 20 to 60 mm/min.
Keywords:large size gravel stratum  in-situ tests  panel-type  spoke-type  stratum adaptability
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