中国机械工程 ›› 2021, Vol. 32 ›› Issue (11): 1370-1376.DOI: 10.3969/j.issn.1004-132X.2021.11.014

• 工程前沿 • 上一篇    下一篇

基于多个隧道掘进机工程数据回归分析的滚刀磨损评价方法

杨延栋1,2;孙振川1,2;张兵1,2;闫长斌3   

  1. 1. 盾构及掘进技术国家重点实验室, 郑州, 450001
    2. 中铁隧道局集团有限公司, 广州, 511458
    3. 郑州大学土木工程学院,  郑州, 450001
  • 出版日期:2021-06-10 发布日期:2021-06-28
  • 通讯作者: 孙振川(通信作者),男,1972年生,教授级高级工程师。研究方向为隧道与地下工程技术与管理。E-mail:szcwyf@vip.163.com。
  • 作者简介:杨延栋,男,1988年生,高级工程师。研究方向为盾构TBM与掘进技术研究与应用。E-mail:yay_sky@163.com。
  • 基金资助:
    国家重点研发计划(2018YFB1306700);
    国家自然科学基金(41972270);
    中国中铁股份有限公司科技研究开发计划(2020-重大-04)

Disc Cutter Wear Evaluation Method Based on Regression Analysis of Multiple TBM Engineering Data#br#

YANG Yandong1,2;SUN Zhenchuan1,2;ZHANG Bing1,2;YAN Changbin3   

  1. 1. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou, 450001
    2. China Railway Tunnel Group Co., Ltd., Guangzhou, 511458
    3. School of Civil Engineering, Zhengzhou University, Zhengzhou, 450001
  • Online:2021-06-10 Published:2021-06-28

摘要: 为了评价不同隧道工程围岩对隧道掘进机(TBM)滚刀磨损的影响,解决滚刀磨耗难以准确预测的问题,基于北疆供水二期、吉林引松供水、陕西引汉济渭、大瑞铁路高黎贡山、深圳地铁10号线等多个隧道(洞)工程TMB滚刀磨损数据,选取岩石单轴抗压强度、岩石等效石英含量、岩石磨蚀性指标、岩体完整性指标、滚刀破岩体积磨损速率等参数进行数据回归分析。结果表明:岩石磨蚀性指标与单轴抗压强度和等效石英含量的乘积成对数函数关系,滚刀破岩体积磨损速率与岩体完整性系数和岩石磨蚀性指标的乘积成指数函数关系,滚刀刀圈寿命与岩体完整性系数和岩石磨蚀性指标的乘积成负指数函数关系。并并在此基础上,建立了岩石磨蚀性和滚刀磨损性的分级评价准则。

关键词: 隧道掘进机, 滚刀磨损, 评价方法, 工程数据, 回归分析

Abstract: In order to evaluate the influences of different tunnel engineering surrounding rocks on the TBM disc cutter wear, and solve the problems of the disc cutter wear which was difficult to accurately predict, thus the parameters of the rock uniaxial compressive strength, rock equivalent quartz content, rock abrasiveness index, rock mass integrity index, disc cutter wear rate based on broken rock volume were selected to do regression analysis, based on the data of TBM disc cutter wear from multiple TBM tunnel projects, including North Xinjiang Water Supply Project, the water diversion from Songhua River to Changchun City, the water diversion from the Han to the Wei River, Darui Railway Gaoligongshan Tunnel Project and Shenzhen Metro Line 10 Project. The results show that, rock abrasion index has a logarithmic function relationship with the product of uniaxial compressive strength and equivalent quartz content, disc cutter wear rate based on broken rock volume has an exponential function relationship with the product rock mass integrity coefficient and rock abrasion index, and disc cutter ring life has a negative exponential function relationship with the product of the rock mass integrity coefficient and the rock abrasive index. Based on this, the graded evaluation criteria for rock abrasion and disc cutter wear are established.

Key words: tunnel boring machine (TBM), disc cutter wear, evaluation method, engineering data, regression analysis

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