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  • CN 62-1112/TF 
  • ISSN 1005-2518 
  • 创刊于1988年
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采选技术与矿山管理

基于ANSYS-R法的采场结构参数优化

  • 龙科明 ,
  • 王李管
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  • 中南大学资源与安全工程学院,湖南  长沙   410083
龙科明(1989-),男,湖南衡阳人,硕士研究生,从事采矿工艺与数字矿山技术研究工作。long_keming@163.com

收稿日期: 2015-03-02

  修回日期: 2015-04-26

  网络出版日期: 2016-02-25

基金资助

国家高技术研究发展计划(863计划)项目“地下金属矿开采智能调度与控制”(编号:2011AA060407)资助

Optimization of Stope Structural Parameters Based on ANSYS-R Method

  • LONG Keming ,
  • WANG Liguan
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  • School of Resources and Safety Engineering,Central South University,Changsha    410083,Hunan,China

Received date: 2015-03-02

  Revised date: 2015-04-26

  Online published: 2016-02-25

摘要

为提高某矿回采效率,扩大生产能力,对采场结构参数进行优化。运用ANSYS对12种不同采场结构参数进行了数值模拟分析,得出各个方案采场最大主应力、顶板沉降量、两帮位移量和最大拉应力指标值,分析后保留采场宽、高分别为15 m和14 m以下的9种可行方案;采用正交试验极差法(R法)对这些方案模拟所获取的指标值进行显著性分析计算,确定采场最优宽高组合为宽9 m,高14 m;将最优采场结构应用于现场试验,并对试验采场顶板下沉量进行了实测,模拟结果与实测相对误差为7.48%,模拟结果准确性较高。试验结果表明,采用该法优化的采场结构参数不仅能够保证采场的安全稳定,而且能够大幅提高采场生产能力和回采效率。

本文引用格式

龙科明 , 王李管 . 基于ANSYS-R法的采场结构参数优化[J]. 黄金科学技术, 2015 , 23(6) : 81 -86 . DOI: 10.11872/j.issn.1005-2518.2015.06.081

Abstract

For improving the recovery efficiency of mining and increasing its productive capacity,the realization of the optimization of stope structure parameters requires following steps.Firstly,ANSYS software is adopted to carry out the numerical simulation analysis for the stope structural parameters of the twelve different mining programs,and then the relative targeted values are figured out,such as the maximum main stress of a stope,roof subsidence,sides displacement and maximum tension stress.After the careful analysis and selections,the following nine various feasible programs are finally selected out and each stope with the height of less than 14 m and the width of less than 15 m.Secondly,the orthogonal test range method (R Method) is carried out to take the significance analysis and calculation for the targeted values,which are obtained through the demonstrations of above programs,and finally we affirm that the optimal combination of the width and the height of the stope structure is respectively 9 m and 14 m.By applying the optimal stope structure into the field experiment,and taking the actual measurement for the roof subsidence of the stope,we come to obtain the maximum value with 19.91 mm,which makes the relative error of 7.48% comparing with the simulated results.Thus it shows and verifies the high accuracy of the simulated result.The finished stope experiment shows that if the optimal structural parameters by using the ANSYS-R method is carried out,which can not only ensures security and stability of the stope,but also can greatly improve the recovery efficiency and productive capacity of the stope.This method is also proved to be reasonable and reliable through the above experiment,and so that it can provide a decision-making basis for optimization of stope structure parameters design.

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