无底柱分段崩落法结构参数优化研究
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  • 英文篇名:Research on structural parameter optimization of sublevel caving method
  • 作者:赵颖龙 ; 陈玉明 ; 李超 ; 陈静
  • 英文作者:ZHAO Yinglong;CHEN Yuming;LI Chao;CHEN Jing;School of Land and Resources Engineering,Kunming University of Science and Technology;
  • 关键词:无底柱分段崩落法 ; 结构参数 ; 放矿模型 ; 拟合曲线
  • 英文关键词:sublevel caving without sill pillar;;structural parameters;;5-stage 3D ore mining model;;fitting curve
  • 中文刊名:HGKJ
  • 英文刊名:Industrial Minerals & Processing
  • 机构:昆明理工大学国土资源工程学院;
  • 出版日期:2019-07-18
  • 出版单位:化工矿物与加工
  • 年:2019
  • 期:v.48;No.409
  • 语种:中文;
  • 页:HGKJ201907005
  • 页数:6
  • CN:07
  • ISSN:32-1492/TQ
  • 分类号:19-24
摘要
为提高矿石的回收率,使矿山的经济效益最大化,对无底柱分段崩落法的结构参数进行优化研究。以某铁矿为工程研究背景,以单体放矿椭球体理论为基础,以纯矿石回收量和回收率最大化为原则,结合矿山工业偏心率确定影响放矿效果的3个因素即分段高度、进路间距、崩矿步距,估算该矿分段高度为30m时的进路间距、崩矿步距。通过单体放矿实验对椭球体理论进行验证,为了得到更加稳定的实验数据,采用5个分段放矿模型,分析实验数据,通过MATLAB拟合得出放出体表面方程中的参数,然后利用这些参数求出放出体沿进路方向以及垂直进路方向上的偏心率,使用幂函数方程拟合椭球体高度与偏心率的方程,根据实验所得数据计算某铁矿采场最优结构参数,并与理论参数进行对比,最终确定合理的采场结构参数。
        In order to improve the recovery rate of ore and maximize the economic benefits of mine,the structural parameters of sublevel caving method without sill pillar are optimized.With an iron mine as the engineering background,based on the theory of monomer ore ellipsoid,in the principle of maximizing pure ore recovery quantity and rate and combined with the parameters for three factors influencing the effect of ore drawing in determination of the eccentricity ratio in mining industry-sublevel height,drift interval and ore caving interval,the data of drift interval and ore caving intervalare estimated when the sublevel height of the mine is 30 m.The ellipsoid theory is verified by the monomer ore drawing test.The five-stage ore drawing model is used for analyzing the experimental data to obtain more stable experimental data.Parameters in the surface equation of the release body are obtained by fitting with the software MATLAB.Using these parameters,the eccentricity of the release body along the direction of approach and in the direction of vertical approach are calculated.The ellipsoid height and eccentricity are fitted by power function equation and according to the experimental data,the optimal structural parameters of an iron ore stope are calculated,and compared with the theoretical parameters,the reasonable structural parameters of the stope are finally determined.
引文
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