Wear mechanism and life prediction of the ripper in a 9-m-diameter shield machine tunneling project of the Beijing new airport line in a sand-pebble stratum  

作　　者：Hua Jiang Jiachen Zhu Xiaoyan Zhang Jinxun Zhang Hongliang Li Lingfeng Meng 

机构地区：[1]Department of Urban Underground Space,School of Mechanics and Civil Engineering,China University of Mining and Technology,Beijing,China [2]Post-Doctoral Research Center,Beijing Urban Construction Group Co.,Ltd.,Beijing,China

出　　处：《Deep Underground Science and Engineering》2022年第1期65-76,共12页深地科学（英文）

基　　金：National Natural Science Foundation of China,Grant/Award Numbers:51608521,52178375;Fundamental Research Funds for the Central Universities,Grant/Award Number:2022YQLJ01;Major Achievements Transformation and Industrialization Projects of Central Universities in Beijing,Grant/Award Number:ZDZH20141141301。

摘　　要：Tool wear is a noteworthy problem in the process of shield tunneling,and the degree of wear varies with stratum.The sand-pebble strata in Beijing are typically mechanically unstable.However,many subways are buried wholly or partially in sand-pebble strata.Taking the Beijing New Airport line tunneling project as research background,this study evaluated the wear characteristics of the multiconfiguration rippers of a 9-m-diameter spoke-type shield tunneling machine in a sand-pebble stratum.The wear values of five ripper teeth and ripper flanks were analyzed based on field-measured data from the Beijing New Airport line project.As the analytical results show,the wear value generally increases as the installation radius enlarges with the rise of cutting trace length.The wear of the 190-rippers was divided into five categories:pedestal wear,ripper teeth collapse,uniform wear,ripper teeth falling off and ripper flank wear.Uniform wear of the ripper teeth and ripper flank wear were the two abrasion types of the 190-rippers.The teeth of the 155-rippers mostly maintained their cutting capacity under the protection of the 190-rippers.A wear prediction model of linear fitting field data was developed for a 190-ripper face to obtain the optimum shield driving distance in the sand-pebble stratum.The average wear coefficients of the 190-ripper before and after replacement matched well,being 0.045 and 0.066 mm/km,respectively.The results of this study provide a theoretical reference for tool wear prediction in shield construction under similar geological conditions.

关 键 词：9-m-diameter shield long-distance shield driving optimum driving distance sand-pebble stratum tool wear wear prediction model 

分 类 号：U455.43[建筑科学—桥梁与隧道工程]