Effect of Biomimetic Erosive Medium on the Rolling Friction and Wear Behavior of TBM Cutter/Marble

被引:0
|
作者
Yang K. [1 ]
Wu Z. [1 ]
Su Y. [2 ]
Liu S. [1 ]
Zheng J. [1 ]
Zhou Z. [1 ]
机构
[1] School of Mechanical Engineering, Southwest Jiaotong University, Chengdu
[2] China Railway Engineering Services Co., Ltd., Chengdu
来源
Surface Technology | 2024年 / 53卷 / 09期
基金
中国国家自然科学基金;
关键词
biomimetic erosive medium; friction; marble; normal load; rolling; TBM cutter; wear;
D O I
10.16490/j.cnki.issn.1001-3660.2024.09.011
中图分类号
学科分类号
摘要
The cutters of tunnel boring machines (TBMs) suffer severe wear and low rock-breaking efficiency when encountering hard rocks including marbles and granites that have high hardness and abrasiveness. Recently, the studies have revealed a few biomimetic erosive media for degrading the mechanical properties of rocks, but little work has been completed on the effect of the media on the rock-breaking performance and wear behavior of TBM cutters. Therefore, the work aims to investigate the rolling friction and wear behavior of TBM cutter/marble under different normal loads in a biomimetic erosive medium, and elucidate the effect of the biomimetic erosive medium on marble surface damage and cutter wear, to provide valuable insights for the chemically assisted improvement of TBM rock-breaking efficiency. In this study, flat samples were natural marbles of 270 mm in diameter and 15 mm in thickness, and ring-shaped counterparts were reduced-scale TBM disc-cutters that were made in H13 steel with an outside diameter of 15 mm and an edge width of 0.8 mm. A mixed solution of EDTA-2Na, phytic acid and KOH developed by the inspiration of bio-erosion in nature was used as biomimetic erosive medium (EP) and deionized water as control medium. The corrosiveness of EP was characterized with marble and cutter samples. A self-made rock-breaking test rig was employed to conduct the rolling friction and wear tests of the cutter/marble pair in the deionized water and EP and three normal loads of 45, 75 and 105 N were used. Surface hardness of samples was measured with a micro-hardness tester. The wear morphologies and profiles were characterized by a laser confocal scanning microscope, a scanning electron microscope and a three-dimensional optical microscope. All tests were conducted at 20 ℃. The bionic erosion medium EP was not obviously corrosive to the cutters but induced secondary cracks and corrosion pores on the surface of marble sample, and the surface hardness of marble was reduced by about 20.6% after 1 min immersion in the EP. Under the given rolling friction contact condition, the EP promoted the breakage and material removal on the marble surfaces and reduced the wear of cutters. When the applied normal loads were 45, 75 and 105 N, respectively, the wear volume of marble in the EP increased by 25.3%, 9.3% and 17.5% and the specific energy of cutter decreased by 28.3%, 11.4% and 20.0%, respectively, compared with those in the deionized water. The surface damage of marble samples was characterized by the grinding and exfoliation of mineral particles and the resulting slight material removal at 45 N, obvious material removal and development of dense cores at 75 N, and significant cracking and material removal at 105 N. In sum, due to no obvious metal corrosion but the potential to weaken rock surface mechanical properties, the biomimetic erosive medium (EP) can facilitate the breakage and material removal on marble surface under rolling friction contact condition and reduce the wear and specific rock-breaking energy of cutters. The facilitation effect of EP on the rock-breaking performance of cutters is affected by the damage patterns of rock surface. The damage of marble surface is dominated by the exfoliation of mineral particles and the development of dense cores under low normal loads, and the EP only acts on the rock surface, leading to a limited contribution. At high normal loads, cracks and fractures are produced on the rock surface to enable the penetration of EP inwards, thereby facilitating the material removal of marble surface and improving the rock-breaking efficiency of cutters. © 2024 Chongqing Wujiu Periodicals Press. All rights reserved.
引用
收藏
页码:117 / 126
页数:9
相关论文
共 32 条
  • [1] ZHANG J J, FU B J., Advances in Tunnel Boring Machine Application in China, Chinese Journal of Rock Mechanics and Engineering, 26, 2, pp. 226-238, (2007)
  • [2] WU F, YIN L J, ZHANG H, Et al., Rock Fragmentation Mechanism and Efficiency under Inserted-Tooth Roller Cutter by Rotary Cutting Test, China Journal of Highway and Transport, 31, 10, pp. 150-159, (2018)
  • [3] WAN Z C, SHA M Y, ZHOU Y L., Study on Disk Cutters for Hard Rock - Application of TB880E TBM in Qinling Tunnel, Modern Tunnelling Technology, 39, 5, pp. 1-11, (2002)
  • [4] SHEPEL T, GRAFE B, HARTLIEB P, Et al., Evaluation of Cutting Forces in Granite Treated with Microwaves on the Basis of Multiple Linear Regression Analysis, International Journal of Rock Mechanics and Mining Sciences, 107, pp. 69-74, (2018)
  • [5] CICCU R, GROSSO B., Improvement of Disc Cutter Performance by Water Jet Assistance, Rock Mechanics and Rock Engineering, 47, 2, pp. 733-744, (2014)
  • [6] YUE H W, MA Z Z, BAO Y W., Influence of Acid Corrosion on Contact Deformation and Damage of Rock, Journal of Central South University (Science and Technology), 42, 5, pp. 1282-1289, (2011)
  • [7] YIN Song-yu, ZHAO Da-jun, ZHAI Guo-bing, Investigation into the Characteristics of Rock Damage Caused by Ultrasonic Vibration, International Journal of Rock Mechanics and Mining Sciences, 84, pp. 159-164, (2016)
  • [8] ZHENG Y L, HE L., TBM Tunneling in Extremely Hard and Abrasive Rocks: Problems, Solutions and Assisting Methods, Journal of Central South University, 28, 2, pp. 454-480, (2021)
  • [9] ZHANG Z Q, YU L Y, LI G L, Et al., Experimental Research on Dynamic Tensile Mechanics of Limestone after Chemical Corrosion, Chinese Journal of Geotechnical Engineering, 42, 6, pp. 1151-1158, (2020)
  • [10] DING W X, FENG X T., Damage Effect and Fracture Criterion of Rock with Multi-Preexisting Cracks under Chemical Erosion, Chinese Journal of Geotechnical Engineering, 31, 6, pp. 899-904, (2009)