盾构刀具磨损机理及预测分析
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  • 英文篇名:Analysis on Wear Mechanism and Prediction of Shield Cutter
  • 作者:吴俊 ; 袁大军 ; 李兴高 ; 金大龙 ; 沈翔
  • 英文作者:WU Jun;YUAN Da-jun;LI Xing-gao;JIN Da-long;SHEN Xiang;Key Laboratory of Urban Underground Engineering of Ministry of Education,Beijing Jiaotong University;Tunnel and Underground Engineering Research Center of Ministry of Education,Beijing Jiaotong University;School of Civil Engineering,Beijing Jiaotong University;
  • 关键词:盾构隧道 ; 盾构刀具 ; 理论推导 ; 磨损机理 ; 摩擦学 ; 磨损预测
  • 英文关键词:shield tunnel;;shield cutter;;theoretical derivation;;wear mechanism;;tribology;;wear prediction
  • 中文刊名:ZGGL
  • 英文刊名:China Journal of Highway and Transport
  • 机构:北京交通大学城市地下工程教育部重点实验室;北京交通大学隧道与地下工程教育部工程研究中心;北京交通大学土木建筑工程学院;
  • 出版日期:2017-08-15
  • 出版单位:中国公路学报
  • 年:2017
  • 期:v.30;No.168
  • 基金:国家重点基础研究发展计划(“九七三”计划)项目(2015CB057802);; 中央高校基本科研业务费专项资金项目(2015JBZ008)
  • 语种:中文;
  • 页:ZGGL201708012
  • 页数:9
  • CN:08
  • ISSN:61-1313/U
  • 分类号:113-120+146
摘要
为准确判断和预测盾构刀具服役寿命周期,指导盾构掘进施工,采用理论分析推导和实测工程数据分析的方法,对盾构隧道掘进过程中的刀具磨损机理和磨损预测模型进行分析研究。基于金属摩擦学理论,分析得到盾构刀具磨损主要由磨粒磨损、黏着磨损和疲劳磨损3种机制共同组成,其中磨粒磨损和黏着磨损是盾构刀具磨损的主要原因。针对盾构掘进刀具磨损定量计算,考虑磨粒磨损、黏着磨损和疲劳磨损共同作用,结合Rabinowicz磨粒磨损、Archard黏着磨损和疲劳磨损计算公式,引入科罗拉多矿业大学滚刀破岩力学模型和中南大学切刀破岩力学模型,推导得到盾构滚刀和切刀磨损预测通用计算模型;基于大连某盾构区间的复杂地层刀具磨损实测数据,借助于MATLAB软件编程,对实测数据进行分析,并与预测模型计算值对比。结果表明:模型预测值与实测磨损数据的误差小于15%,表明了预测模型具有较好的准确性;采用该模型对不同地层条件下刀具磨损量预测可行,研究结果对盾构掘进中的刀具磨损预测和开仓换刀时机选择具有较好的指导意义和工程实际意义。
        In order to accurately determine and predict the service life cycle of shield cutter with the purpose of guiding the shield tunneling,the wear mechanism and wear prediction model of shield cutters were analyzed by dint of theoretical analysis and measured engineering data validation.Based on the metal tribology theory,shield cutter wear was composed of abrasive wear,adhesive wear and fatigue wear.The abrasive wear and adhesive wear were the main reasons of shield cutter-wear.In allusion to the quantitative calculation of cutting-tool wear of shield excavation,combined with Rabinowicz abrasive wear equation,Archard adhesive wear equation and fatigue wear equation,the hob and cutter prediction models were established by introducing the CSM(Colorado School of Mines)'s rock-breaking mechanics model of hob and CSU(Central South University)'s rock-breaking mechanics model of cutting-tool.The measureddata of complex stratum of the shield tunneling in Dalian Metro(DM)was analyzed by MATLAB software and compared with calculated values of prediction model.The results show that the error between predicted value and measured value is less than 15% with implication that prediction model is accurate.The proposed model is feasible to predict the wear of the cutter under different formation conditions.The results with engineering significance can provide references for the cutter wear prediction and exchanges of cutting tools in opening chamber during shield tunneling in future.
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