端帮巷道系统中的破碎站及平巷的移设步距优化  

Optimization of crushing station and drift shift steps for highwall roadway transportation system

作　　者：陈彦龙[1,2] 才庆祥[1] 尚涛[1] 王博文[1] 彭洪阁[1] 周伟[1] 陈树召[1] 

机构地区：[1]中国矿业大学矿业工程学院,江苏徐州221116 [2]九州大学工学府,福冈8190395

出　　处：《中国矿业大学学报》2012年第4期558-563,共6页Journal of China University of Mining & Technology

基　　金：国家"十一五"科技支撑计划项目(2006BAB16B00);国家自然科学基金重点项目(51034005)

摘　　要：基于破碎站滞后移设对内排空间的影响,建立了破碎站滞后移设减少内排空间及增加外排土费用的计算模型.由于巷道运煤系统的投资及运营具有长期性的特点,因此需要考虑运输系统在整个服务年限内的总费用.提出了采用动态折现法对移设总费用进行分析计算.结果表明,动态总支出费用随破碎站及端帮平巷移设步距的增加呈先减少后增加的变化趋势,由此确定安家岭露天矿4煤破碎站的合理移设步距为120m;4煤和9,11煤的端帮平巷合理移设步距分别为240m和180m.Models for decreased inner dumping space versus increased external dumping were proposed. Delay at the crusher influences inner dumping and extra expense affects external dumping. The total cost of the transportation system, including its entire service life, should be considered. The total costs to shift dumping are described using the dynamic discount method. The dynamic total cost decreases at first but then increases as the crushing station location shifts and the end-wall drifts away. The Anjialing coal mine is used as an example. Here the crushing station distance for the number 4 coal seam is 120 m. The short drift distance of the numbers 4 and 9 coal seams are 240 m and 180 m respectively.

关 键 词：露天矿 端帮巷道 运煤系统 移设步距 

分 类 号：TD824[矿业工程—煤矿开采]