Study on rock breaking and wear of TBM hob in high-strength high-abrasion stratum
HONG Kairong1,2
1. China Railway Tunnel Group Co. Ltd., Guangzhou 511458, Guangdong, China; 2. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, Henan, China
Abstract: For the problems facing by Qinling Tunnel South TBM Project of the Hanjiang-Weihe Water Diversion, such as TBM tunneling difficulty in high-strength high-abrasion stratum and heavy cutter consumption, the tunneling parameters and cutter consumption in the first 2 000 m TBM trial tunneling section were studied to put forth problems with some tunneling parameters, including overlarge thrust, excessive penetration, small rotation speed and over-low torque, which would shorten the service life of the hob and limit TBM tunneling speed. It was found that there were not enough cutters near 43# cutter position of the cutterhead, the areal abrasion resistance was inadequate, slag was not removed off from the cutterhead in time, and the secondary wear of the cutter was serious, which all contributed to heavy cutter consumption too. The high-strength hard rock breaking test by hob indicated that rock could be broken efficiently when the cutter edge spacing ranged from 80 mm to 130 mm, but if the ratio of cutter edge spacing to penetration(S/p)was 25~30, TBM would have a lower rock-breaking specific energy and a higher rock-breaking efficiency. The scaled-down-hob wear test in high-abrasion stratum showed that there existed a critical penetration in rock breaking by hob, at which the mass loss rate would increase sharply. It was also found that using rounded-edge hob could lower the hob wear efficiently. The obtained results could provide reference and basis for design of TBM cutterhead and cutter, and control of tunneling parameter for tunneling in high-strength high-abrasion stratum in Hanjiang-Weihe Water Diversion and other projects.
洪开荣. 高强度高磨蚀地层TBM滚刀破岩与磨损研究[J]. 隧道与地下工程灾害防治, 2019, 1(1): 76-85.
HONG Kairong. Study on rock breaking and wear of TBM hob in high-strength high-abrasion stratum. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 76-85.
[1] 《中国公路学报》编辑部. 中国隧道工程学术研究综述2015[J]. 中国公路学报, 2015, 28(5): 1-65. Editorial Department of China Journal of Highway. Review on Chinas tunnel engineering research: 2015[J]. China Journal of Highway and Transport, 2015, 28(5): 1-65. [2] 王梦恕. 中国盾构和掘进机隧道技术现状、存在的问题及发展思路[J]. 隧道建设, 2014, 34(3): 179-187. WANG Mengshu. Tunneling by TBM/shield in China: state-of-art, problems and proposals[J]. Tunnel Construction, 2014, 34(3): 179-187. [3] 王梦恕. 中国铁路隧道与地下空间发展概况[J]. 隧道建设, 2010, 30(4): 351-364. WANG Mengshu. An overview of development of railways, tunnels and underground works in China[J]. Tunnel Construction, 2010, 30(4): 351-364. [4] 洪开荣. 我国隧道及地下工程发展现状与展望[J]. 隧道建设, 2015, 35(2): 95-107. HONG Kairong. State-of-art and prospect of tunnels and underground works in China[J]. Tunnel Construction, 2015, 35(2): 95-107. [5] 万治昌, 沙明元, 周雁领. 盘形滚刀的使用与研究(1)——TB880E型掘进机在秦岭隧道施工中的应用[J]. 现代隧道技术, 2002, 39(5): 1-11. WAN Zhichang, SHA Mingyuan, ZHOU Yanling. Study on disk cutters for hard rock—application of TB880E TBM in Qinling Tunnel[J]. Modern Tunnelling Technology, 2002, 39(5): 1-11. [6] 龚秋明, 何冠文, 赵晓豹, 等. 掘进机刀盘滚刀间距对北山花岗岩破岩效率的影响实验研究[J]. 岩土工程学报, 2015, 37(1): 54-60. GONG Qiuming, HE Guanwen, ZHAO Xiaobao, et al. Influence of different cutter spacings on rock fragmentation efficiency of Beishan granite by TBM[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 54-60. [7] 龚秋明, 周小雄, 殷丽君, 等. 基于线性切割试验碴片分析的滚刀破岩效率研究[J]. 隧道建设, 2017, 37(3): 363-368. GONG Qiuming, ZHOU Xiaoxiong, YIN Lijun, et al. Study of rock breaking efficiency of TBM disc cutter based on chips analysis of linear cutting test[J]. Tunnel Construction, 2017, 37(3): 363-368. [8] 程永亮. TBM盘形滚刀破岩最优贯入度的数值模拟[J]. 中南大学学报(自然科学版), 2017, 48(4): 936-943. CHENG Yongliang. Numerical simulation on optimal penetration of TBM disc cutters rock fragmentation[J]. Journal of Central South University(Science and Technology), 2017, 48(4): 936-943. [9] 张厚美. TBM盘形滚刀磨损与滚刀滑动距离关系研究[J]. 隧道建设, 2017, 37(3): 369-374. ZHANG Houmei. Research on relationship between TBM disc cutter abrasion and disc cutter slipping distance[J]. Tunnel Construction, 2017, 37(3): 369-374. [10] 张厚美. TBM盘形滚刀重复破碎与二次磨损规律研究[J]. 隧道建设, 2016, 36(2): 131-136. ZHANG Houmei. Study on relationship between repeated cutting and secondary wear of TBM disc cutter[J]. Tunnel Construction, 2016, 36(2): 131-136. [11] 赵海鸣, 舒标, 夏毅敏, 等. 基于磨料磨损的TBM滚刀磨损预测研究[J]. 铁道科学与工程学报, 2014, 11(4): 152-158. ZHAO Haiming, SHU Biao, XIA Yimin, et al. Study of wear prediction for TBM cutter based on abrasive wear model[J]. Journal of Railway Science and Engineering, 2014, 11(4): 152-158. [12] 杨延栋, 陈馈, 李凤远, 等. 盘形滚刀磨损预测模型[J]. 煤炭学报, 2015, 40(6): 1290-1296. YANG Yandong, CHEN Kui, LI Fengyuan, et al. Wear prediction model of disc cutter[J]. Journal of China Coal Society, 2015, 40(6): 1290-1296. [13] 杨延栋, 陈馈, 张兵, 等. 基于宏观能量理论与微观磨损机制的滚刀磨损量预测[J]. 隧道建设, 2015, 35(12): 1356-1360. YANG Yandong, CHEN Kui, ZHANG Bing, et al. Prediction of disc cutter wearing loss based on macro energy theory and micro wearing mechanism[J]. Tunnel Construction, 2015, 35(12): 1356-1360. [14] 杨延栋, 陈馈, 郭璐, 等. 全断面岩石隧道掘进机滚刀磨损影响因素分析[J]. 隧道建设, 2016, 36(11): 1394-1400. YANG Yandong, CHEN Kui, GUO Lu, et al. Analysis of influencing factors of wear of disc cutter of full-face hard rock tunnel boring machine[J]. Tunnel Construction, 2016, 36(11): 1394-1400. [15] TEALE R. The concept of specific energy in rock drilling[J]. International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1965, 2(1): 57-73.