1462023年第2期收稿日期2022-06-09作者简介狄超(1989—),男,2015年毕业于中国矿业大学地质工程专业,本科,工程师,现从事煤矿地质工作。狄超等:大倾角厚表层矿区陷落柱对安全开采影响研究狄超等:大倾角厚表层矿区陷落柱对安全开采影响研究大倾角厚表层矿区陷落柱对安全开采影响研究狄超梁茂亮黄安东(单县丰源实业有限公司,山东菏泽274330)摘要张集煤矿井田内部陷落柱较为发育,对矿井安全生产危胁较大,为确保1号陷落柱附近采掘活动安全,采用理论分析计算确定巷道和工作面与陷落柱间需留设合理煤柱宽度。通过数值模拟试验得出工作面停采位置与陷落柱间需留设100m保护煤柱,通过相似模拟试验得出近距离煤层开采其垮落带和导水裂隙带要明显超过理论计算值。关键词陷落柱;保护煤柱;理论分析;数值模拟;相似模拟中图分类号TD822+.3文献标识码Bdoi:10.3969/j.issn.1005-2801.2023.02.052StudyontheInfluenceofCollapseColumnonSafeMininginLargeDipAngleandThickSurfaceMiningAreaDiChaoLiangMaoliangHuangAndong(ShanxianFengyuanIndustrialCo.,Ltd.,ShandongHeze274330)Abstract:TheinternalcollapsecolumnofZhangjiCoalMineiswelldeveloped,whichposesagreatthreattominesafetyproduction.InordertoensurethesafeproductionofminingactivitiesnearNo.1collapsecolumn,usingtheoreticalanalysisandcalculationtodeterminethereasonablewidthofcoalpillarbetweentheroadway,workingfaceandcollapsecolumn.Throughnumericalsimulationtest,itisconcludedthat100mprotectivecoalpillarshouldbesetupbetweenminingstoppositionandcollapsecolumnintheworkingface.Throughthesimilarsimulationtest,itisconcludedthatthecavingzoneandwaterconductedzoneofclosedistancecoalseamminingobviouslyexceedthetheoreticalcalculationvalue.Keywords:collapsecolumn;protectivecoalpillar;theoreticalanalysis;numericalsimulation;similarsimulation1工程概况单县丰源实业有限公司张集煤矿位于单县煤田东部,地处黄河冲积平原,井田内Q+N厚度平均516.99m,具有明显的由东向西、自南往北变厚的规律,属于鲁西南大倾角厚表层矿区。井田总体构造形态为一倾向北的单斜构造,煤岩层倾角4°~27°,井田内褶曲构造不甚发育。矿井地质和水文地质类型为中等。根据矿井三维地震勘探成果报告,一、二采区内存在4个异常区,1、2号异常区现已证实为陷落柱,3、4...