盾构机前舱设备可视化检测系统研究与应用
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Study on Visualized Detector of Shield Machine Forecabin Equipment and Its Application
  • 作者:石振明 ; 刘鎏 ; 管圣功 ; 吴全立 ; 石新栋
  • 英文作者:SHI Zhen-ming;LIU Liu;GUAN Sheng-gong;WU Quan-li;SHI Xin-dong;School of Civil Engineering,Tongji University;Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University;China Construction Communications Engineering Group Co.,Ltd.;CCCC Tunnel Engineering Co.,Ltd.;
  • 关键词:隧道工程 ; 磨损检测 ; 摄影测量 ; 前舱设备 ; 可视化
  • 英文关键词:tunnel engineering;;wear detection;;photogrammetry;;forecabin equipment;;visualization
  • 中文刊名:GLJK
  • 英文刊名:Journal of Highway and Transportation Research and Development
  • 机构:同济大学土木工程学院;同济大学岩土及地下工程教育部重点实验室;中建交通建设集团有限公司;中交隧道工程局有限公司;
  • 出版日期:2019-01-15
  • 出版单位:公路交通科技
  • 年:2019
  • 期:v.36;No.289
  • 基金:交通运输部建设科技项目(2013318Q03030)
  • 语种:中文;
  • 页:GLJK201901015
  • 页数:8
  • CN:01
  • ISSN:11-2279/U
  • 分类号:113-120
摘要
盾构机前舱设备可视化检测系统将钻孔电视防水耐压的结构特点与近景摄影测量技术相结合,在盾构机气泡舱前壁上预留3个安装球阀的圆孔,并在圆孔位置焊接球铰且分别安装摄像装置、冲洗装置和照明装置。检测时将摄像装置安装在密封性良好的推进装置顶端,利用推进装置将可视化设备经球铰孔道在保证密封性的情况下推进至挖掘舱内,利用冲洗装置对刀具附着物清洗,然后采集盾构刀具的影像数据,实现前舱设备的可视化。通过刀盘和球铰的转动,可视化系统可以拍摄到正面和外圈80%的滚刀。检测系统通过图像可以直观观察滚刀、刮刀等刀具的工作状况,同时透过辐条间隙可以观察掌子面的情况。最终将所得刀具图像与原始三维模型进行对比,可实现对盾构刀具磨损情况的精确量测,为换刀时机的选择提供科学的依据。该套盾构机前舱可视化设备有效地应用于"天和号"泥水气压平衡复合式盾构机,依托南京纬三路过江隧道盾构施工,多次对前舱设备进行成像,图像清晰,效果良好。并利用图像处理软件进行了滚刀磨损定量分析。通过开舱检验结果准确,为工程节省了大量成本,验证了其适用性。盾构机前舱设备检测可视化系统可以安装于多种盾构机上,容易得到推广,为盾构机刀具的无损检测提供了新的思路。
        A set of visualized detecting system for the forecabin of the shield machine combines waterproof and pressureproof structure of borehole television with close-range photogrammetry. Three holes are drilled in the front wall of bubble chamber. The imaging,lighting and cleaning instruments are installed on the holes by spherical hinges. The imaging instrument is located on the top of propulsion which has good tightness. The visualized detector is pushed into the excavation chamber through the spherical hinge hole by the propulsion under the condition of ensuring tightness. Cleaning instruments are used to wash the attachment on the cutter.Then the image data of the shield cutter are collected to realize the visualization of the forecabin equipment.The detector can observe the 80% cutters on front and outer ring by rotating the cutter head or spherical hinge. The detection system can visually observe the working conditions of hob,scraper and other cutters through the image. The working condition of the tunnel face also can be observed through the spoke gap. The image of cutter is applied to compare with the original 3D model,which can accurately measure the wear ofcutter for decideing whether the cutter needs to be replaced. The visualized detector is effectively applied in"Tianhe"Slurry Balance Shield in Nanjing Weisan road river crossing tunnel. The visualization of the forecabin equipment has been conducted many times,which verify that the image is clear and the effect of system is good. The quantitative analysis of the wear of cutter is conducted by image processing software. The applicability is verified by inspection of opening cabin,which saved a lot of cost for the project. The visualized detector can be installed in many kinds of shield machine,which make it easy to be popularized and provide a new idea for the non-destructive detecting of the shield machine cutters.
引文
[1]张稳军,金明明,苏忍,等.盾构隧道钢混复合管片的力学性能试验(英文)[J].中国公路学报,2016,29(5):84-94.ZHANG Wen-jun,JIN Ming-ming,SU Ren,et al.Experiment on Mechanical Properties of Steel and Concrete Composite Segment for Shield Tunnel[J].China Journal of Highway and Transport,2016,29(5):84-94.
    [2]谢晓锋,吴秋红,刘恺.考虑孔隙水压力影响的深埋盾构隧道开挖面稳定性分析[J].公路交通科技,2017,34(7):94-100.XIE Xiao-feng,WU Qiu-hong,LIU Kai.Analysis on Excavation Face Stability of Deep Shield Tunnel Considering Effect of Pore Water Pressure[J].Journal of Highway and Transportation Research and Development,2017,34(7):94-100.
    [3]周泽林,陈寿根,李岩松.近距离双孔并行盾构隧道地层位移预测及分布规律研究[J].公路交通科技,2015,32(6):109-117.ZHOU Ze-lin,CHEN Shou-gen,LI Yan-song.Research on Predicting and Distribution of Stratum Displacement of Double-tube Parallel Shield Tunnel[J].Journal of Highway and Transportation Research and Development,2015,32(6):109-117.
    [4]裴瑞英.盾构机刀具磨损与布局问题分析研究[D].天津:天津大学,2009.PEI Rui-ying.Analysis and Research of Cutter Wear and Its Layout for Shield Machine[D].Tianjin:Tianjin University,2009.
    [5]赵维刚,刘明月,杜彦良,等.全断面隧道掘进机刀具异常磨损的识别分析[J].中国机械工程,2007,18(2):150-153.ZHAO Wei-gang,LIU Ming-yue,DU Yan-liang,et al.Abnormal Cutter Wear Recognition of Full Face Tunnel Boring Machine(TBM)[J].China Mechanical Engineering,2007,18(2):150-153.
    [6]DELISIO A,ZHAO J.A New Model for TBM Performance Prediction in Blocky Rock Conditions[J].Tunnelling&Underground Space Technology,2014,43(7):440-452.
    [7]刘高峰,宋天田.成都地铁盾构刀具磨损分析研究[J].隧道建设,2007,27(6):89-93.LIU Gao-feng,SONG Tian-tian.Analysis and Study on Wearing of Cutting Tools of Shield Machines Used in Chengdu Metro Construction[J].Tunnel Construction,2007,27(6):89-93.
    [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 Technology of Shield Cutters Abrasion Control in Complex strata[D].Beijing:Beijing Jiaotong University,2013.
    [9]ZHANG Qian,KANG Yi-lan,ZHENG Zheng,et al.Inverse Analysis and Modeling for Tunneling Thrust on Shield Machine[J].Mathematical Problems in Engineering,2013,2013:701-710.
    [10]朱伟,闵凡路,姚占虎,等.盾构隧道开舱技术现状及实例[J].现代隧道技术,2015,52(1):9-18.ZHU Wei,MIN Fan-lu,YAO Zhan-hu,et al.Technical Status and Case Study on Intervention in the Shield Chamber[J].Modern Tunnelling Technology,2015,52(1):9-18.
    [11]FRENZEL C.Modeling Uncertainty in Cutter Wear Prediction for Tunnel Boring Machines[C]//Geotechnical Special Publication.Oakland:The GeoInstitute of the American Society of Civil Engineers,2012:3239-3247.
    [12]马广州.盾构掘进中刀具磨损的跟踪检测[J].隧道建设,2006,26(增2):65-68.MA Guang-zhou.Cutter Wearing Predictions during Boring of Shield Machines[J].Tunnel Construction,2006,26(S2):65-68.
    [13]WANG Li-hui,KANG Yi-lian,ZHAO Xiang-jun,et al.Disc Cutter Wear Prediction for a Hard Rock TBMCutterhead Based on Energy Analysis[J].Tunnelling&Underground Space Technology,2015,50:324-333.
    [14]张厚美,区希,易觉.用盾构掘进参数跟踪判断滚刀损坏的研究[J].现代隧道技术,2014,51(4):121-126.ZHANG Hou-mei,OU Xi,YI Jue.Tracking and Determination of Cutter Damage Based on the Driving Parameters of a Shield[J].Modern Tunnelling Technology,2014,51(4):121-126.
    [15]PLINNINGER R,KSLING H,THURO K,et al.Testing Conditions and Geomechanical Properties Influencing the CERCHAR Abrasiveness Index(CAI)Value[J].International Journal of Rock Mechanics&Mining Sciences,2003,40(2):259-263.
    [16]YAGIZ S,KARAHAN H.Prediction of Hard Rock TBMPenetration Rate Using Particle Swarm Optimization[J].International Journal of Rock Mechanics&Mining Sciences,2011,48(3):427-433.
    [17]王宁.全数字摄影测量系统在生产中的实践[J].测绘与空间地理信息,2010,33(2):223-224,228.WANG Ning.Digital Photogrammetry System in Production Practice[J].Geomatics and Spatial Information Technology,2010,33(2):223-224,228.
    [18]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):165-172,178.SHI Zhen-ming,LIU Liu,DENG Fei,et al.Application of Photogrammetry in Wear Detection for Shield Cutters[J].Modern Tunnelling Technology,2015,52(4):165-172,178.
NGLC 2004-2010.National Geological Library of China All Rights Reserved.
Add:29 Xueyuan Rd,Haidian District,Beijing,PRC. Mail Add: 8324 mailbox 100083
For exchange or info please contact us via email.