TBM滚刀破岩贯入力与贯入度关系预测模型对比研究  

Comparing Investigation of Prediction Models for Relationship Models between Penetration Forces and Penetration Depth during Cutting Rock for Disc Cutter

作　　者：李守巨[1] 

机构地区：[1]大连理工大学工程力学系,辽宁 大连

出　　处：《矿山工程》2020年第2期144-150,共7页Mine Engineering

基　　金：国家重点基础研究发展计划“973”项目(2015CB057804);国家自然科学基金资助项目(11572079)。

摘　　要：为了对比研究TBM刀盘滚刀破岩过程中贯入力特性,系统的总结了几个典型的滚刀破岩贯入力与贯入度关系预测模型。以某地下引水工程隧道变质花岗岩作为工程背景,以普遍采用的19英寸滚刀作为算例,分析了盘形滚刀法向力和滚动力与贯入度关系之间的关系。研究表明,滚刀法向力和滚动力近似与贯入深度近似成正比。滚刀滚动力比法向力小了近似一个数量级。In order to compare and investigate the penetration force characteristics in the process of rock breaking with TBM cutter hob, several typical prediction models of the relationship between the penetration force and penetration degree of rock breaking with hob were systematically summarized. Taking the underground tunnel with metamorphic granite as engineering background, and widely used disc cutter with diameter of 19 inch as simulation example, the relationship models between penetration forces and penetration depth during cutting rock for disc cutter are analyzed. The computing results show that the normal force and rotating force are in proportion to penetration depth. The normal force is 10 times as hob rotating force.

关 键 词：滚刀 贯入力 贯入深度 预测模型 岩石 

分 类 号：U45[建筑科学—桥梁与隧道工程]