海下综放开采防水安全煤岩柱厚度的确定  

Determination of waterproof rock pillar height with the top coal caving under sea

作　　者：陈佩佩[1] 刘鸿泉[1] 张刚艳[1] 

机构地区：[1]煤炭科学研究总院开采设计研究分院,北京100013

出　　处：《煤炭学报》2009年第7期875-880,共6页Journal of China Coal Society

基　　金："十一五"国家科技支撑计划基金资助项目(2006DAD16B04)

摘　　要：针对龙口海域下开采的实际情况,分析了海域扩大区水文地质条件,收集整理国内13个矿区综放开采导水裂缝带高度实测数据,选取采厚、基岩柱厚度、倾角、顶板单轴抗压强度、泥岩比例和覆岩结构6种因素作为导水裂缝带发育高度预测模型的影响因子,建立导水裂缝带高度预测模型,并对不同采厚条件下导水裂缝带高度进行了预测;应用FLAC软件进行了断层条件下覆岩破坏规律的模拟,计算了不同落差、不同倾角的正断层对导水裂缝带发育高度的影响,得出在软弱覆岩类型综采工作面（采厚4.4 m）有正断层（倾角45-65°）、落差小于6.0 m的情况下,导水裂缝带发育高度较之正常地质条件下增大14.4%-22.2%.提出了综合考虑断层和正常条件的防水安全煤岩柱设计,确定在海域放顶煤开采正常覆岩条件下防水安全煤岩柱厚度为55.5 m;受断层影响条件下,防水煤岩柱厚度为62.5 m.Introduced the mining condition under sea in Beizao Coal Mine, analyzed the hydrogeological condition. The data of water conducting fractured zone height in 13 coal mines were collected. Six influence factors of water conducting fractured zone height were selected, viz. mining thickness, base rock thickness, dip angle, uniaxial compressing strength of roof, mudstone proportion in overlying rock and structure of overlying rock. The heightforecasting model of water conducting fractured zone height was established based on the artificial neural network techniques, and different water conducting fractured zone heights were calculated with different mining height. Used FLAC, the destroyed rule of overlying rock with fault was simulated with the top coal caving under sea; the influence of fault with different fall and obliquity on water conducting fractured zone height was analyzed, and calculated that water conducting fractured zone height increase 14.4% - 22.2% , in top coal caving workface with fault and soft stratum, the influence of fault was taken into account when waterproof rock pillar was designed. The waterproof rock pillar height is 55.5 m in normal condition with top coal caving under sea in Beizao Coal Mine, and waterproof rock pillar height is 62.5 m with fault.

关 键 词：综放开采 防水安全煤岩柱 导水裂缝带 人工神经网络 

分 类 号：TD823.83[矿业工程—煤矿开采]