钟九铁矿富水碎屑岩顶板矿体开采安全矿(岩)柱留设  

Safety Pillar Design in Zhongjiu Iron Minewith Water-rich Clastic Rock Roof

作　　者：周磊[1] 祝小龙 Zhou Lei;Zhu Xiaolong(Gushan Mining Co.,Magang (Group) Holding Co.,Ltd.)

机构地区：[1]马钢(集团)控股有限公司姑山矿业公司

出　　处：《现代矿业》2020年第1期87-89,共3页Modern Mining

摘　　要：为保证钟九铁矿的安全开采,根据钟九铁矿的水文地质工程地质条件以及矿山的采矿方法,通过理论分析和数值模拟相结合的方式,分析计算了钟九矿山顶板导水裂隙带高度、防水顶柱合理厚度及其留设位置,并结合矿山第四系含水层的水文地质特征和发育深度,综合得出钟九矿富水矿体开采覆岩扰动边界。In order to ensure the safe mining of Zhongjiu Iron Mine,according to the hydrogeological engineering geological conditions and mining methods of Zhongjiu Iron Mine,the height of water-conducting fracture zones,the reasonable thickness of waterproof pillars and its location are analyzedand calculated by theoretical analysis and numerical simulation.Moreover,combining the hydrogeological characteristics and development depthof Quaternary aquifer in Zhongjiu Iron Mine,the disturbance boundary of overburden in water-rich orebody mining in ZhongjiuIron Mine is calculated.

关 键 词：“三下”开采 导水裂隙带高度 防水矿柱厚度 上部开采边界 

分 类 号：TD745[矿业工程—矿井通风与安全]