Please wait a minute...
 
隧道与地下工程灾害防治  2020, Vol. 2 Issue (3): 30-35    
  研究论文 本期目录 | 过刊浏览 | 高级检索 |
武汉地铁8号线越江泥水盾构土岩复合地层刀具磨损分析
吴言坤1,2,周诗涵3,陈健2,黄星凯3,闵凡路2,3*
1. 清华大学土木水利学院, 北京 100084;2. 中铁十四局集团有限公司, 山东 济南 250014;3. 河海大学土木与交通学院, 江苏 南京 210098
Analysis on wearing of cuttering tools of slurry shield machines in soil-rock composite strata used in cross-river section of Wuhan Metro Line 8
WU Yankun1,2, ZHOU Shihan3, CHEN Jian2, HUANG Xingkai3, MIN Fanlu2,3*
1. School of Civil Engineering, Tsinghua University, Beijing 100084, China;
2. China Railway 14th Construction Bureau Co., Ltd., Jinan 250014, Shandong, China;
3. College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, Jiangsu, China
下载:  PDF (4917KB) 
输出:  BibTeX | EndNote (RIS)      
摘要 武汉地铁8号线越江段采用泥水盾构工法穿越上软下硬的土岩复合地层时,严重的刀具磨损成为影响工程进度的一个重要难题。通过对该工程盾构典型刀具的磨损数据和换刀情况统计,采用磨损系数分析复合地层中不同类型刀具的适应性情况。结果表明:进入土岩复合地层后,刀具出现严重的磨损,齿刀和正面撕裂刀不再适合切削地层;更换滚刀后,刀具磨损依然严重,多为偏磨、刀圈崩裂等非正常磨损;传统刀具磨耗系数计算公式不适合刀具发生非常磨损时的计算。从刀具合金材料方面开展研究,研发更耐冲击的新型韧性刀具,或许是解决这一问题的方向。
服务
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章
吴言坤
周诗涵
陈健
黄星凯
闵凡路
关键词:  盾构刀具  武汉地铁  复合地层  磨损    
Abstract: When the Yuejiang section of Wuhan Metro Line 8 used the mud-water shield construction method to cross the soft and hard soil-rock composite stratum, the serious tool wear had become an important problem affecting the progress of the project. Through the statistics of the wear data of the typical tool of the engineering shield, the wear coefficient and tool change were used to analyze the adaptability of different types of tools in different layers in different layers. The results showed that, entering the soil-rock composite stratum, the tool was severely worn, and the tooth cutter and the front tearing tool were not suitable for cutting the stratum. after the hob was replaced, the tool wear was still serious, mostly due to uneven wear, chip ring cracking and other abnormal wear; traditional tools. The calculation formula of wear coefficient was not suitable for calculation when the tool was extremely worn. Carrying out research on tool alloy materials and developing new tough tools that are more resistant to impact may be the direction to solve this problem.
Key words:  shield cutter    Wuhan Metro    composite formation    abrasio
收稿日期:  2020-07-18      发布日期:  2020-09-20     
中图分类号:  TU94+1  
基金资助: 国家自然科学基金资助项目(52078189)
作者简介:  吴言坤(1974— ),男,辽宁丹东人,博士研究生,正高级工程师,主要研究方向为水下盾构隧道工程领域的施工管理及研发. E-mail: wuyankun1974@sina.com. *通信作者简介:闵凡路(1985— ),男,山东滕州人,工学博士,副教授,主要研究方向为盾构隧道设计与施工. E-mail:minfanlu@126.com
引用本文:    
吴言坤, 周诗涵, 陈健, 黄星凯, 闵凡路. 武汉地铁8号线越江泥水盾构土岩复合地层刀具磨损分析[J]. 隧道与地下工程灾害防治, 2020, 2(3): 30-35.
WU Yankun, ZHOU Shihan, CHEN Jian, HUANG Xingkai, MIN Fanlu. Analysis on wearing of cuttering tools of slurry shield machines in soil-rock composite strata used in cross-river section of Wuhan Metro Line 8. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(3): 30-35.
链接本文:  
http://tunnel.sdujournals.com/CN/Y2020/V2/I3/30
[1] 吴俊,袁大军,李兴高, 等. 盾构刀具磨损机理及预测分析[J]. 中国公路学报, 2017, 30(8): 109-116. WU Jun, YUAN Dajun, LI Xinggao, et al. Analysis on wear mechanism and prediction of shield cutter[J].China Journal of Highway and Transport, 2017, 30(8):109-116.
[2] 杨育. 厦门轨道交通3号线跨海段盾构滚刀磨损预测[J].隧道建设(中英文), 2018, 38(增刊1): 182-187. YANG Yu. Prediction of disc cutter wear of shield used in sea-crossing section on Xiamen Rail Transit Line No.3 [J]. Tunnel Construction, 2018, 38(Suppl.1):182-187.
[3] 管会生,高波.盾构切削刀具寿命的计算[J]. 工程机械, 2006, 37(1):25-28.
[4] 杜佩阳,李月强,方依文. 改进型通电式盾构刀具磨损检测装置的设计[J]. 北京信息科技大学学报(自然科学版), 2012, 27(3):30-32. DU Peiyang, LI Yueqiang, FANG Yiwen. Design of improved electrical detection device for shield cutter abrasion[J]. Journal of Beijing Information Science and Technology University(Natural Science), 2012, 27(3):30-32.
[5] 石振明,刘鎏,邓非, 等. 摄影测量在盾构刀具磨损检测中的应用[J]. 现代隧道技术, 2015, 52(4):165-172. SHI Zhenming, LIU Liu, DENG Fei, et al. Application of photogrammetry in wear detection for shield cutters[J]. Modern Tunnelling Technology, 2015, 52(4):165-172.
[6] FAURE D. Abrasivity testing for rock and soil[J]. Studia Universitatis Babes-Bolyai, Geologia, 2006, 38(4): 47-49.
[7] NILSEN B, DAHL F, HOLZHAUSER J, et al. Abrasivity of soils in TBM tunnelling[J].Tunnels and Tunnelling International, 2006, 38(3): 36-38.
[8] 彭钧. 复杂地层盾构刀具磨损控制技术研究[D]. 北京: 北京交通大学, 2013. PENG Jun. Research on the technology of shield cutters abrasion control in complex strata[D]. Beijing: Beijing Jiaotong University, 2013.
[9] 黄清飞. 砂卵石地层盾构刀盘刀具与土相互作用及其选型设计研究[D]. 北京: 北京交通大学, 2010. HUANG Qingfei. Research on interaction with soil of TBM cutting-wheel tools and their type selection design in gravel stratum[D]. Beijing: Beijing Jiaotong University, 2010.
[10] 张凤祥, 朱合华,傅德明. 盾构隧道[M].北京: 人民交通出版社, 2004.
[1] 龚秋明, 谢兴飞, 黄流, 兴海, 吴根生. 引绰济辽工程二标隧洞段TBM滚刀磨损规律[J]. 隧道与地下工程灾害防治, 2022, 4(4): 1-10.
[2] 钟长平, 竺维彬, 王俊彬, 谢文达. 双模盾构机/TBM的原理与应用[J]. 隧道与地下工程灾害防治, 2022, 4(3): 47-66.
[3] 涂智溢, 郭洪雨, 孙飞, 钟方杰, 郑浩龙, 张哲. 闹市区复杂环境下大直径盾构小净距下穿运营地铁隧道的应对措施及分析[J]. 隧道与地下工程灾害防治, 2021, 3(4): 75-84.
[4] 李树忱,万泽恩,商金华,赵世森,杨晓东,李阳. 盾构/TBM渣土改良与盾尾密封技术研究进展[J]. 隧道与地下工程灾害防治, 2019, 1(4): 33-48.
[5] 龚秋明,吴帆,殷丽君. 岩石复合地层滚刀线性切割破岩试验研究[J]. 隧道与地下工程灾害防治, 2019, 1(2): 67-73.
[6] 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.
[1] QIAN Qihu. Scientific use of the urban underground space to construction the harmonious livable and beautiful city[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 1 -7 .
[2] DENG Mingjiang, LIU Bin. Challenges, countermeasures and development direction of geological forward-prospecting for TBM cluster tunneling in super-long tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 8 -19 .
[3] DING Xiuli, ZHANG Yuting, ZHANG Chuanjian, YAN Tianyou, HUANG Shuling. Review on countermeasures and their adaptability evaluation to tunnels crossing active faults[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 20 -35 .
[4] JIAO Yuyong, ZHANG Weishe, OU Guangzhao, ZOU Junpeng, CHEN Guanghui. Review of the evolution and mitigation of the water-inrush disaster in drilling-and-blasting excavated deep-buried tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 36 -46 .
[5] ZHANG Qingsong, ZHANG Lianzhen, LI Peng, FENG Xiao. New progress in grouting reinforcement theory of water-rich soft stratum in underground engineering[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 47 -57 .
[6] XIA Kaiwen, XU Ying, CHEN Rong. Dynamic tests of rocks subjected to simulated deep underground environments[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 58 -75 .
[7] HONG Kairong. Study on rock breaking and wear of TBM hob in high-strength high-abrasion stratum[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 76 -85 .
[8] TAN Zhongsheng. Application experimental study of high-strength lattice girders with heat treatment in tunnel engineering[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 86 -92 .
[9] CHEN Jianxun, LUO Yanbin. The stability of structure and its control technology for lager-span loess tunnel[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 93 -101 .
[10] JING Hongwen, YU Liyuan, SU Haijian, GU Jincai, YIN Qian. Development and application of catastrophic experiment system for water inrush in surrounding rock of deep tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 102 -110 .
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
网站版权 © 《隧道与地下工程灾害防治》编辑部
地址:山东省济南市山大南路27号山东大学中心校区明德楼B733《隧道与地下工程灾害防治》编辑部, 邮编:250100, 电话:0531-88366735, E-mail:tunnel@sdu.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发 技术支持:support@magtech.com.cn