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研究与探索

不同围压下TBM盘形滚刀破岩机理与比能耗研究

  • 周鹏 ,
  • 尚建旭 ,
  • 张天宇 ,
  • 徐佳璨 ,
  • 王子男 ,
  • 何恩光
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  • (1. 沈阳建筑大学工程训练与创新学院, 辽宁 沈阳 110168;2. 沈阳建筑大学机械工程学院, 辽宁 沈阳 110168)
周鹏(1980—),男,辽宁沈阳人,2016年毕业于大连交通大学,机械制造及其自动化专业,博士,教授,现主要从事TBM系统故障诊断、滚刀破岩等研究工作。E-mail: zhoupeng@sjzu.edu.cn。*通信作者: 徐佳璨, E-mail: xujiacan@126.com。

网络出版日期: 2025-05-20

Rock-Breaking Mechanism and Specific Energy of Disc Cutters in Tunnel Boring Machines Under Different Surrounding Rock Pressures

  • ZHOU Peng ,
  • SHANG Jianxu ,
  • ZHANG Tianyu ,
  • XU Jiacan ,
  • WANG Zinan ,
  • HE Enguang
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  • (1. College of Engineering Training and Innovation, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China; 2. School of Mechanical Engineering, Shenyang Jianzhu University, Shenyang 110168, Liaoning, China)

Online published: 2025-05-20

摘要

为探究不同围压下TBM盘形滚刀的破岩效率与破碎岩片的破坏模式,采用离散元软件PFC2D,基于伺服原理及线性平行黏结理论,通过对花岗岩进行参数标定生成仿真岩石模型,进而建立滚刀二维仿真破岩模型。在滚刀破岩模型的基础上分别设置1、5、10、15、20、30 MPa 6种围压工况,并在6种围压工况下进行滚刀侵入岩石内部5 mm的仿真模拟,对岩石内部微裂纹的扩展、滚刀破岩比能耗、张拉剪切裂纹数量的变化以及破碎岩片的破坏模式进行研究。研究结果表明: 1)随着围压的增大,岩石内部裂纹的破坏模式由沿晶裂纹逐渐向穿晶裂纹转变,剪切裂纹占比由9.4%(围压为1 MPa)上升到21.3%(围压为30 MPa)。2)在围压为10 MPa的工况下,两滚刀间裂纹贯通,脱落的岩片体积较其他5种围压工况下明显偏大,此时破岩比能耗较低,破岩效果较好。3)滚刀侵入岩石5 mm后,随着围压的增大岩石内部的裂纹在径向上的扩展被限制。

本文引用格式

周鹏 , 尚建旭 , 张天宇 , 徐佳璨 , 王子男 , 何恩光 . 不同围压下TBM盘形滚刀破岩机理与比能耗研究[J]. 隧道建设, 2025 , 45(5) : 887 -894 . DOI: 10.3973/j.issn.2096-4498.2025.05.003

Abstract

The authors investigate the rock-breaking efficiency of the disc cutter in tunnel boring machines and the damage modes of the crushed rock slices under different surrounding rock pressures. Based on the principles of servo and linear parallel bonding theory, the discrete element software PFC2D is employed to establish a two-dimensional simulation model of the rock-breaking process, calibrated with parameters specific to granite. Six surrounding rock pressure conditions of 1, 5, 10, 15, 20, and 30 MPa are set and the cutter penetrating the rock by 5 mm is simulated. The propagation of microcracks in the rock, the specific energy consumption of the cutter during the breaking process, the evolution of tensile shear cracks, and the failure modes of the broken rock pieces are analyzed. The results reveal the following: (1) As surrounding rock pressure increases, the internal rock cracks transition from along-crystalline to through-crystalline cracks, with the proportion of shear cracks rising from 9.4% to 21.3% at 1 and 30 MPa, respectively. (2) At a surrounding rock pressure of 10 MPa, the cracks within the two disc cutters become interconnected, leading to the generation of larger rock fragments compared to the other five pressure conditions. Consequently, the specific energy consumption is reduced, indicating a more effective rock-breaking performance. (3) Following a 5 mm penetration of the disc cutter into the rock, the radial propagation of cracks is constrained as the surrounding rock pressure increases.
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