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《Construction Machinery and Equipment》 2003-11
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Investigation in the Structure of Soil Pressure Balancing Shield

The cutter disk is the main operation component of shields.Different cutter disk types and cutting tool arrangements should be used for different geological stratums.The success of shield operation depends on the quality of cutter disk and cutting tools,which affect the speed and efficiency of the shield tunneling.The functions and types of cutter dick,and cutting tools arrangement of the soil pressure balancing shield by Hyrik Company are described in association with subway projects in Guangzhou and Nanjing.
【CateGory Index】: U455.3
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【References】
Chinese Journal Full-text Database 10 Hits
1 JIANG Jian-min1,ZHAO Xue-bin1,HE Ding-yong1,HAN Wen-zheng2,ZOU Ji-bo3(1.Beijing University of Technology,Beijing 100022;2 The Institute of Armoured Force Engineering,Beijing 100072;3 Beijing City Construction Shield Basic Engineering Corporation,Beijing 100029);Failure Analysis and Reproducing of Shield Machine's Cutter in Beijing Region[J];China Surface Engineering;2006-03
2 ZHOU Qi-cai1, ZHENG Yu-xuan1, LI Bing-jie1,HE Zi-qiang2, ZHANG Heng2(1.School of Mechanical Engineering,Tongji University,Shanghai 201804,China; 2.Shanghai Metro Shield Machine Equipment & Engineering Co.,Ltd., Shanghai 200000,China);Finite element analysis for cutting pan redesign of subway shield excavators[J];Chinese Journal of Construction Machinery;2008-02
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5 CAI Qi-zhong,TANG Yao,WU Yu-peng(Department of Electronic Information and Control Engineering,Guangxi University of Technology, Liuzhou 545006,China);Control of Frequency Conversion of the Cutter Head of a Shield Tunneling Machine[J];Journal of Guangxi University of Technology;2011-01
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10 YAN Qi-xiang,Geng Ping,HE Chuan (Department of Tunnel and Underground Engineering,Southwest Jiaotong University,Chengdu 610031,China);Equipment Configuration and Thrust Force Calculation for Mudding-type EPB Shield Machines in Sandy Cobble Ground[J];Tunnel Construction;2007-06
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1 XIONG Hui1,LI Zhengliang1,YAN Zhitao1,WANG Zhisong1,ZHANG Xiaomin2(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.College of Resource and Engineering,Chongqing University,Chongqing 400045,China);The relation between the earthquake response spectrum,power spectrum and Fourier spectrum[J];Sichuan Building Science;2011-02
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2 DU Pei-yang,LI Yue-qiang,FANG Yi-wen(School of Photoelectric Information and Telecommunication Engineering,Beijing Information Science and Technology University,Beijing 100192,China);Design of improved electrical detection device for shield cutter abrasion[J];Journal of Beijing Information Science & Technology University;2012-03
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4 Tan Yuan-Qiang 1 Liu Chuan 1 Zhang Hao 1 Xiao Xiang-Wu 1 Xu Zi-Jun 2 1 Xiangtan University, Hunan 411105, China 2 Central South University, Hunan 410083, China;Discrete Element Method Simulation and Experimental Investigation on the Cutting Process of Soft Rock[A];[C];2012
5 ZHAO Lei~1,LU Hao~2,WANG Ming-yang~2,SHI Ye-hui~2,XIAO Jun-hua~3,YANG Bao-huai~4 (1.Logistics College of the CPLA,Beijing,100858 China;2.PLA University of Science and Technology,Nanjing.210007,China; 3.Transportation College,Nanjing University of Technology,Nanjing 210009,China;4.Kentop civil engineering,Nanjing 210007,China);Application Study of W.Kent Index Method on Risk Assessment in Subway Engineering Construction[A];[C];2012
6 XUE Weihua~1,QI Xiaoxu~(1,2),LI Zhichao~1 (1.College of Materials Science & Engineering,Liaoning Technical University,Fuxin 123099,China; 2.Fuxin Cost Administration of Building Engineering,Fuxin 123099,China);Study on microstructure,properties and performance of BCu48ZnNi brazing alloy[A];[C];2013
7 SUN Cheng;CHEN Yide;Tunneling-dedicated Equipment Center of China Railway Tunnel Group;;Analysis on Causes for Deformation of Shield Cutter Head under Complex Geological Conditions and Its Treatment Technology[A];[C];2014
8 Hu Qunfang;Li Min;Tongji University,Shanghai Institute of Disaster Prevention and Relief;;State of Art and Development of Shield Cutter Abrasion Test in Complex Stratum[A];[C];2014
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