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施工机械

大直径硬岩掘进机(TBM)在吉林中部城市引松供水工程四标TBM3的应用

  • 贺飞 ,
  • 曾祥盛 ,
  • 齐志冲
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  • (中铁工程装备集团有限公司, 河南 郑州 450016)
贺飞(1984—),男,贵州石阡人,2007年毕业于贵州大学,机械设计制造及自动化专业,本科,工程师,现主要从事隧道掘进机设计研发工作。Email: tbm666@126.com。

收稿日期: 2015-11-25

  修回日期: 2016-03-17

  网络出版日期: 2016-08-17

基金资助

国家高技术研究发展计划“863计划”(2012AA041801)

Application of Largediameter Hard Rock Tunnel Boring Machine (TBM) to TBM3 Section of No. 4 Bid of Songhua River Water Conveyance Project in Middle Jilin Province

  • HE fei ,
  • ZENG Xiangsheng ,
  • QI Zhichong
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  • (China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, Henan, China)

Received date: 2015-11-25

  Revised date: 2016-03-17

  Online published: 2016-08-17

摘要

为了研究中铁工程装备集团有限公司自主研制的首台TBM的各项技术特点与工程适应性,结合TBM在引松供水工程总干线四标段的掘进施工情况,分析了TBM掘进地层特点以及主要设计参数。引松供水工程四标段掘进岩层复杂多变,富含大量断层破碎地层以及风化灰岩地层,部分地层岩石强度大且石英含量高,对TBM刀盘及刀具要求极高,TBM刀盘面板采用270 mm厚板设计,且刀座基座直接在刀盘面板上加工而成,刀具按非线性方式布置且刀间距控制在82~90 mm;设计了有效的TBM初期支护系统和材料运输平台,并且搭载了激发极化超前地质预报系统。工程掘进结果表明: 该台TBM刀盘设计可靠性强且能保证高效破岩,创造了最高月进尺1 226 m、日进尺70.8 m的优异成绩,TBM在不良地质下支护高效快速,超前地质探测结果可靠,各系统运行情况良好。

本文引用格式

贺飞 , 曾祥盛 , 齐志冲 . 大直径硬岩掘进机(TBM)在吉林中部城市引松供水工程四标TBM3的应用[J]. 隧道建设, 2016 , 36(8) : 1016 -1022 . DOI: 10.3973/j.issn.1672-741X.2016.08.019

Abstract

The characteristics and main design parameters of largediameter hard rock TBM used in No. 4 Bid Section of the Songhua River Water Conveyance Project are analyzed. The rock strata of the project are complicate; there are many fracture zones and limestone and quartz locally; and it requires highperformance of TBM cutterhead and cutting tools. As a result, the TBM cutterhead is manufactured by 270 mm thickness plate; the nonlinear distance among cutting tools is 82-90 mm; effective primary supporting system and material transportation platform are designed; and advance geology prediction system is adopted. The construction practice shows that the TBM cutterhead designed is reliable and highefficient; the supporting efficiency of TBM in bad geological conditions is high; and the advance geology prediction results are reliable.

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