Design of Disc Cutter Wear Test System and Research on Wear Law Based on Eddy Current Testing Technology

被引:2
作者
Gu, Congcong [1 ,2 ]
Liu, Songyong [1 ,2 ]
Chen, Haibin [1 ,2 ]
Bao, Wenjie [1 ,2 ]
Jiang, Hongxiang [1 ,2 ]
机构
[1] China Univ Min & Technol, Sch Mechatron Engn, Xuzhou 221116, Peoples R China
[2] Natl Key Lab Intelligent Min Equipment Technol, Taiyuan 030032, Peoples R China
基金
中国国家自然科学基金;
关键词
Disc cutter; Radial reduction rate; Eddy current testing; Coil optimization design; Wear law; BEHAVIORS; FORCES; TUNNEL; WATER; RING;
D O I
10.1007/s00603-024-04259-w
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
As the primary rock-breaking tool of the tunnel boring machine (TBM), the disc cutter experiences significant wear from the immense cutting load. Given the intricate geological conditions in TBM excavation, accurately assessing the extent of wear on disc cutters solely through experience and predictive models is challenging. Therefore, implementing synchronous wear monitoring when a disc cutter breaks rock to accurately assess the amount of wear on the disc cutter and determine the point at which a tool change is needed is extremely important. In this work, a disc cutter wear test system is designed on the basis of the principle of eddy current testing and the variation in disc cutter wear during cutting is revealed through experiments. The radial reduction rate (Dr) is used as an index of disc cutter wear to analyze the variations in penetration, cutting speed, the cutting resistance coefficient (Cc), and specific energy consumption (SE) in relation to disc cutter wear. The experimental results indicate that the measurement error of the disc cutter wear testing system is 8.6%, which allows disc cutter wear level to be obtained. With increasing cutting displacement, the Dr of the disc cutter first increases rapidly but then slows. The Cc of the disc cutter increases exponentially with increasing Dr under different penetration depths. When the cutting displacement of the disc cutter reaches 40 m, Dr exhibits an exponential growth trend with increasing cutting speed. The critical value of Dr is 0.084. When Dr exceeds this value, the cutting performance exhibits a sharp increase in torque, which significantly impacts the driving efficiency. The research results of this paper provide a reference for creating a disc cutter replacement plan and extending the service life of the disc cutter. Optimized design of a disc cutter wear test system based on eddy current detection.The radial reduction rate is proposed as an indicator of disc cutter wear.The critical value for disc cutter replacement is explored and revelled.
引用
收藏
页码:2071 / 2088
页数:18
相关论文
共 42 条
[1]   A case study on TBM tunnelling in fault zones and lessons learned from ground improvement [J].
Bayati, Massoud ;
Hamidi, Jafar Khademi .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2017, 63 :162-170
[2]   Relationships between performances of a button cutter and a disc cutter based on full-scale linear cutting tests [J].
Copur, Hanifi ;
Shaterpour-Mamaghani, Aydin ;
Tumac, Deniz ;
Balci, Cemal .
ACTA GEOTECHNICA, 2024, 19 (05) :2731-2752
[3]   Performance Predictions of Hard Rock TBM in Subcritical Cutter Load Conditions [J].
Dardashti, A. ;
Ajalloeian, R. ;
Rostami, J. ;
Hassanpour, J. ;
Salimi, A. .
ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (01) :739-755
[4]   Development and application of a full-scale mechanical rock-cutting platform for measuring the cutting performance of TBM cutter [J].
Deng, Long-Chuan ;
Chi-Zhang ;
Zhuang, Qian-Wei ;
Li, Xiao-Zhao ;
Yuan, Yi-Xiang .
MEASUREMENT, 2022, 204
[5]   Tool vibration detection with eddy current sensors in machining process and computation of stability lobes using fuzzy classifiers [J].
Devillez, Arnaud ;
Dudzinski, Daniel .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2007, 21 (01) :441-456
[6]   Rock Failure and Crack Propagation Beneath Disc Cutters [J].
Entacher, Martin ;
Schuller, E. ;
Galler, R. .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (04) :1559-1572
[7]   On the Effect of Shield Friction in Hard Rock TBM Excavation [J].
Erharter, Georg H. H. ;
Goliasch, Robert ;
Marcher, Thomas .
ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (04) :3077-3092
[8]   Effects of Driving Parameters on TBM Dynamic Response and Cracking of the Disc Cutter Ring: A Case Study [J].
Fang, Yingran ;
Li, Xinggao ;
Guo, Yidong ;
Jin, Dalong ;
Liu, Hongzhi .
ROCK MECHANICS AND ROCK ENGINEERING, 2024, 57 (04) :3063-3082
[9]   Failure analysis of slurry TBM discharge pipe in complex strata combined with wear and vibration characteristics [J].
Fang, Yingran ;
Li, Xinggao ;
Hao, Shuning ;
Liu, Hongzhi ;
Yang, Yi ;
Guo, Yidong .
ENGINEERING FAILURE ANALYSIS, 2023, 150
[10]   A discussion on hard rock TBM cutter wear and cutterhead intervention interval length evaluation [J].
Farrokh, Ebrahim ;
Kim, Dae Young .
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2018, 81 :336-357