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金属矿山 ›› 2025, Vol. 54 ›› Issue (6): 20-26.

• 采矿工程 • 上一篇    下一篇

金属矿山溜井卸矿与放矿过程颗粒流数值试验分析 

张  骥1,2   刘明宇1,2   李国平2   刘纤纤3   张正楠1   刘祥鑫3   

  1. 1. 江西理工大学资源与环境工程学院,江西 赣州 341000;2. 安徽马钢矿业资源集团姑山矿业有限公司,安徽 马鞍山 243011; 3. 江西理工大学土木与测绘工程学院,江西 赣州 341000
  • 出版日期:2025-06-15 发布日期:2025-07-08
  • 作者简介:张  骥(1988—),男,工程师。
  • 基金资助:
    江西省杰出青年基金项目(编号:20232ACB214007)

Numerical Experimental Analysis of Particle Flow in the Orepass Unloading and Discharge Process in Metal Mines 

ZHANG Ji 1,2   LIU Mingyu 1,2   LI Guoping 2   LIU Xianxian 3   ZHANG Zhengnan 1   LIU Xiangxin 3   

  1. 1. School of Resources and Environmental Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,China; 2. Gushan Mining Co. ,Ltd. ,Anhui Masteel Mining Resources Group,Maanshan 243011,China; 3. School of Civil and Surveying & Mapping Engineering,Jiangxi University of Science and Technology,Ganzhou 341000,China
  • Online:2025-06-15 Published:2025-07-08

摘要: 生产溜井作为金属矿山十分重要的巷道,其安全、稳定对矿山稳产影响显著。 针对溜井存在的破坏、磨 损、堵、喷等问题,采用 PFC 数值模拟手段,以矿石流动性和井底载荷波动情况作为评价指标,系统地研究了 Y 型溜井 在不同料位高度条件下的卸矿与放矿过程。 结果表明,卸矿时矿石首次撞击井壁的冲击力最大,对井壁破坏显著;料 位高度与矿石流动性及溜井井底载荷波动情况紧密相关,料位高度过小时,贮矿段及底部矿石密实、流动性差;料位 高度过大时,矿石则处于不稳定动态载荷状态,井底支护结构所受冲击作用波动较大,溜井易发生破坏;合理料位高 度下的矿岩散体流动性好、井底受力状态较为稳定。 研究结果对于溜井落矿破坏机理的分析具有重要意义,为降低 溜井堵、喷和破坏风险提供研究基础。 

关键词: 生产溜井,   PFC , 料位高度 , 载荷波动  , 流动性

Abstract: As a very important roadway in metal mines,the safety and stability of production orepass have a significant impact on the stable production of mines. In view of the problems of damage,wear,plugging and blowout in the orepass,the PFC numerical simulation method is used to systematically study the ore unloading and drawing process of Y-type orepass under different material level heights by taking the ore fluidity and bottom hole load fluctuation as the evaluation indexes. The results show that the impact force of the ore on the shaft wall for the first time during unloading is the largest,and the damage to the shaft wall is significant. The material level height is closely related to the ore fluidity and the fluctuation of the bottom load of the orepass. When the material level height is too small,the ore in the storage section and the bottom is dense and the fluidity is poor. When the height of the material level is too large,the ore is in an unstable dynamic load state,and the impact of the bottom hole support structure fluctuates greatly,and the orepass is prone to damage. Under the reasonable material level height, the ore rock granular has good fluidity and the bottom hole stress state is relatively stable. The research results are of great significance to the analysis of the failure mechanism of orepass,and provide a research basis for reducing the risk of orepass plugging,blowout and failure. 

Key words: production orepass,PFC,material level height,load fluctuation,liquidity 

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