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西部地区侏罗系岩层钻井法凿井铣齿滚刀破岩力计算模型

程桦 王晓云 姚直书 朱建 荣传新 付新鹏

岩土工程学报2026,Vol.48Issue(3):642-654,13.
岩土工程学报2026,Vol.48Issue(3):642-654,13.DOI:10.11779/CJGE20241173

西部地区侏罗系岩层钻井法凿井铣齿滚刀破岩力计算模型

Calculation model of rock breaking force of milled-tooth roller cutters for shaft sinking by drilling methods in Jurassic strata of China's Western Region

程桦 1王晓云 2姚直书 2朱建 3荣传新 2付新鹏4

作者信息

  • 1. 安徽理工大学土木建筑学院,安徽 淮南 232001||安徽大学资源与环境工程学院,安徽 合肥 230022
  • 2. 安徽理工大学土木建筑学院,安徽 淮南 232001
  • 3. 鄂尔多斯市成达矿业有限公司,内蒙古 鄂尔多斯 017000
  • 4. 中煤特殊凿井有限责任公司,安徽 合肥 230001
  • 折叠

摘要

Abstract

This study addresses the issues of severe wear and low rock-breaking efficiency of shaft sinking by drilling methods in the Jurassic strata of Western China,focusing on milled-tooth roller cutter commonly used in this drilling method.The contact behavior between the milled-tooth roller cutter and the rock is elucidated,and the rock-breaking modes of single-ring,single-row cutter teeth are analyzed.The calculation formulas for vertical force and rolling force are derived,and a rock-breaking force calculation model for a three-tooth milled-tooth roller cutter is established.Using numerical simulations,the critical penetration that defines the rock-breaking mode is determined,and the validity of the rock-breaking force calculation model is verified through rotary rock-breaking experiments.Finally,the influence of key factors such as penetration,cutter rotational speed and tool body parameters on the rock-breaking force is discussed.The main findings are as follows.The rock-breaking mode of the single-ring cutter tooth of the milled-tooth roller cutter can be divided into progressive rock breaking and non-progressive rock breaking,while the rock-breaking mode of the single-row cutter tooth can be classified into cutter tooth cooperative rock breaking and non-cooperative rock breaking.When h≥5.33 mm,the front and rear rows of teeth exhibit progressive rock breaking.When h≥3.06mm,the teeth within the same row exhibit coordinated rock breaking.Both vertical force and rolling force show a positive correlation with penetration,cutter's rotational speeds,and cutter tooth edge length.Reducing the row spacing and tooth spacing can decrease the critical penetration for progressive rock breaking and cooperative rock breaking.The research results provide valuable reference for the design optimization of rock-breaking tools for shaft sinking by drilling methods of Jurassic strata in Western China and for studies on mechanical rock-breaking mechanisms under similar conditions.

关键词

钻井法凿井/铣齿滚刀/破岩力计算模型/贯入度/破岩试验

Key words

shaft sinking by drilling methods/milled-tooth roller cutters/calculation model of rock breaking force/penetration/rock breaking experiment

分类

建筑与水利

引用本文复制引用

程桦,王晓云,姚直书,朱建,荣传新,付新鹏..西部地区侏罗系岩层钻井法凿井铣齿滚刀破岩力计算模型[J].岩土工程学报,2026,48(3):642-654,13.

基金项目

国家自然科学基金面上项目(52174104)This work was supported by National Natural Science Foundation of China(Grant No.52174104). (52174104)

岩土工程学报

1000-4548

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