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隧道建设(中英文) ›› 2021, Vol. 41 ›› Issue (S1): 207-.DOI: 10.3973/j.issn.2096-4498.2021.S1.026

• 研究与探索 • 上一篇    下一篇

基于线性回归法的TBM滚刀贯入度预测研究

王超1, 刘红中2, 王乐乎3, 檀俊坤1, 蔡子勇1   

  1. 1. 中南大学土木工程学院, 湖南 长沙 410075; 2. 中铁第四勘察设计院集团有限公司城市轨道与地下工程设计研究院, 湖北 武汉 4300633. 中铁五局集团有限公司城市轨道交通工程分公司, 湖南 长沙 410205
  • 出版日期:2021-07-30 发布日期:2021-08-29
  • 作者简介:王超(1994—),男,河南郑州人,2021年毕业于中南大学,岩土工程专业,硕士,现从事TBM滚刀破岩机理、极限分析理论、隧道盾构施工引起地表变形的机理等方面的研究工作。E-mail: wangchao214801069@yeah.net。
  • 基金资助:
    中国铁路总公司科技研究开发计划重点课题项目(2017G007-D);中国中铁股份有限公司科技研究开发计划项目(2019-重点-20-01

Penetration Prediction of Disc Cutter of Tunnel Boring Machine Based on Linear Regression Method

WANG Chao1, LIU Hongzhong2, WANG Lehu3, TAN Junkun1, CAI Ziyong1   

  1. 1. School of Civil Engineering, Central South University, Changsha 410075, Hunan, China; 2. Urban Rail and Underground Engineering Design and Research Institute, China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China; 3. Urban Rail Transit Engineering Branch, China Railway Fifth Bureau Group Co., Ltd., Changsha 410205, Hunan, China
  • Online:2021-07-30 Published:2021-08-29

摘要: 为解决盾构施工中全断面隧道掘进机(TBM)滚刀贯入度的预测问题,使其更好地应用于所处地层,依托深圳地铁6号线的相关数据及中铁TBM云管理平台的数据处理功能,定性分析TBM破岩过程,并将破岩的宏观过程划分为3个阶段;采用线性回归方法,依次从贯入度与掘进推力的关系、贯入度与刀盘转矩的关系对TBM滚刀贯入度的变化情况进行量化分析,并在这一过程中推导得到TBM掘进的贯入度与推力、转矩的参数预测模型,并结合现场实测结果对线性回归法的预测结果进行验证。结果表明: 1TBM在不同阶段的贯入度、推力及转矩均有不同程度的变化,且相互之间存在一定的关联; 2)掘进参数的线性回归预测模型经过验证是合理的,表明线性回归法适用于TBM掘进参数的预测,可视具体情况为隧道工程实施阶段掘进参数的调整提供理论指导和参考。

关键词:

全断面隧道掘进机, 贯入度, 隧道工程, 线性回归法, 预测模型

Abstract: The penetration prediction of disc cutter of fullface tunnel boring machine (TBM) is conducted. The rockbreaking process of TBM is qualitatively analyzed based on relevant data of Shenzhen metro line 6 and the data processing function of TBM cloud management platform, and as well it is divided into three stages macroscopically. The linear regression method is used to quantitatively analyze the change of penetration of TBM disc cutter in terms of the relationship between penetration and driving thrust, and the relationship between penetration and cutterhead torque. In this process, the parameter prediction model of penetration, thrust, and torque of TBM driving is derived, and the prediction results of linear regression method are verified by the field measurement results. The results show that: (1) The penetration, thrust, and torque of TBM vary in different stages, and there is a certain correlation among them. (2) The linear regression prediction model of tunneling parameters is verified to be reasonable, which shows that the linear regression method is suitable for the prediction of TBM tunneling parameters, and can provide theoretical basis and reference for the adjustment of tunneling parameters in the implementation stage of tunnel.

Key words: fullface tunnel boring machine, penetration, tunnel engineering, linear regression method, prediction model

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