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盾构隧道施工盘形滚刀推力分布规律研究 被引量:18

STUDY ON DISTRIBUTION REGULARITIES OF DISC CUTTER THRUST FORCE FOR SHIELD TUNNELING
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摘要 盾构掘进时,刀盘由油缸推压到工作面上,滚刀与岩石之间产生相互作用。为研究各滚刀推力分布规律,分析影响滚刀与岩石相互作用的影响因素,指出掘进过程中滚刀推力分布主要与岩石刚度有关。假设滚刀与岩石弹性点接触,建立刀盘与岩石相互作用的三维弹性支点力学模型并进行了简化,运用有限元方法对其进行分析与比较。研究表明,刀盘上各滚刀的推力分布并不均匀,滚刀布置稀少处的推力较高,面刀推力均比边刀推力高出40%~60%。相同的刀盘形式,滚刀布置方式不同,其推力分布差异较大。最后,运用蒙特卡罗有限元方法,分析岩石刚度变化对滚刀推力分布的影响,岩石越软,滚刀推力分布越均匀;反之,滚刀推力分布的均匀性越差。在硬地层中掘进时,个别推力高的滚刀磨损严重,换刀频繁,影响了施工进度。因此,该部位的滚刀布置值得进一步研究。 Shield machines have been widely used in tunnel constructions recently. When a shield machine is driving, its curer head is pushed on tunnel face and complex interactions between disc cutters and tunnel face will be induced. In order to study the distribution law of thrust force of each curer, influencing factors on the interaction are analyzed firstly. Rock strength and stiffness are the main factors during shield driving. On the hypothesis of elastic and point contact between cutters and rocks, the mechanical model of three-dimensional elastic supports is developed and is simplified. Acting forces on the disc cutters are calculated by finite element method(FEM), and are compared with the results of simplified mechanical model. Thrust forces of the disc cutters are not uniform on the curer head. The thrust forces of some disc cutters, where the disc curer is rare, are higher than those of the others. The thrust forces of face cutters are 40% - 60% higher than those of marginal cutters on the cutter head. For the same curer head style, the thrust forces distribution vary obviously with different curer layouts. Finally, the effects on thrust force distribution of disc cutters by rock stiffness are analyzed using Monte Carlo FEM. The softer the rock is, the more uniform the disc cutters' thrust force is, and vice versa. When the shield is driving in hard rock, those disc cutters of high thrust forces are heavily abraded and need be replaced frequently. This will bring negative influences on the shield performance. The layout for these disc cutters on the cutter head should be improved in the future.
出处 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2008年第A02期3875-3881,共7页 Chinese Journal of Rock Mechanics and Engineering
基金 中国博士后科学基金项目(20060400670)
关键词 隧道工程 盾构 盘形滚刀 推力分布 蒙特卡罗有限元 tunnelling engineering shield machine disc cutter distribution of thrust force Monte Carlo finite elements
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参考文献15

  • 1张镜剑,傅冰骏.隧道掘进机在我国应用的进展[J].岩石力学与工程学报,2007,26(2):226-238. 被引量:131
  • 2HOWARTH D F, ROXBOROUGH F F. Some fundamental aspects of disc cutters in hard rock excavation[J]. South African Institute of Mining and Metallurgy, 1982, 11(2): 309- 315
  • 3FARMER I, GARRITTY P, Glossop N. Operational characteristics of full face tunnel boring machines[C]// Rapid Excavation and Tunneling Conference. [S. 1.]: [s. n.], 1987: 188 - 201
  • 4SANIO H P. Prediction of the performance of disc cutters in anisotropic rock[J]. Intemational Journal of Rock Mechanics and Mining Sciences and Geomechanic Abstracts, 1985, 22(3): 153 - 161.
  • 5HOWARTH D F, ADAMSON W R, BEKNDT J R. Correlation of model tunnel boring and drilling machine performances with rock properties[J]. International Journal of Rock Mechanics and Mining Sciences and GeomechanicAbstracts, 1986, 23(2): 171 - 175
  • 6ROSTAMI J, OZDEMIR I. A new model for performance prediction of hard rock TBMs[C]//Rapid Excavation and Tunneling Conference. Boston: MA, AIME, 1993:793-809
  • 7GERTSCH R. Tunnel boring machine disc cutter vibrations[C]// Golden CO, Colorado of Mines. [S. 1.]: [s. n.], 1993: 144.
  • 8NEILSON B, OZDEMIR L. Hard rock boring performance and field performance[C]//RETC Proceedings. [S. 1.]: [s. n.], 1993:833-852.
  • 9龚秋明,赵坚,张喜虎.岩石隧道掘进机的施工预测模型[J].岩石力学与工程学报,2004,23(z2):4709-4714. 被引量:42
  • 10张厚美,吴秀国,曾伟华.土压平衡式盾构掘进试验及掘进数学模型研究[J].岩石力学与工程学报,2005,24(A02):5762-5766. 被引量:77

二级参考文献54

  • 1龚秋明,赵坚,张喜虎.岩石隧道掘进机的施工预测模型[J].岩石力学与工程学报,2004,23(z2):4709-4714. 被引量:42
  • 2杨德军.格鲁吉亚卡杜里水电站引水隧洞TBM的施工及对围岩的处理[J].水电站设计,2005,21(3):67-69. 被引量:1
  • 3[1]Graham P C. Rock Exploration for machine manufacturers, in exploration for rock engineering[A]. In: Bieniawski Z T ed. Proceedings of the Symposium[C]. Rotterdam: A. A. Balkema, 1976, 173~180
  • 4[2]Farmer I W, Glossop N H. Mechanics of disc cutter penetration[J].Tunnels and Tunnelling, 1980, 12:622~625
  • 5[3]Hughes H M. The relative cuttability of coal measures rock[J]. Mining Science and Technology, 1986, 3:95~109
  • 6[4]Nelson P P. Tunnel boring machine performance in sedimentary rock[Doctorate Dissertation][D]. USA: The Graduate School of Cornelll University, 1983
  • 7[5]O'Rourke J E, Spring J E, Coudray S V. Geotechnical parameters and tunnel boring machine performance at Goodwill Tunnel, California[A].In: Nelson, Laubach eds. Rock Mechanics Models and Measurements Challenges from Industry, Proc. of the 1st North American Rock Mechanics Symposium, The University of Texas at Austin[C].Rotterdam: A.A. Balkema, 1994
  • 8[6]Rostami J. Development of a force estimation model for rock fragmentation with disc cutters through theoretical modeling and physical measurement of crushed zone pressure [Doctorate Dissertation][D]. Golden, Colorado, USA: Dept. of Mining Engineering, Colorado School of Mines, 1997
  • 9[7]Cheema S. Development of a rock mass boreability index for the performance of tunnel boring machines[Doctorate Dissertation][D].Golden, Colorado, USA: Dept. of Mining Engineering, Colorado School of Mines, 1999
  • 10[8]Hoek E, Marinos P, Benissi M. Applicability of the geological strength index (GSI) classification for very weak and sheared rock masses[J]. The Case of the Athens Schist Formation Bull Engg. Geol.Env., 1998, 57(2): 151~160

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