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当前位置:首页 > 学术论文 > 其它学术论文 > 顶板砂岩含水三软破碎煤层小煤柱护巷技术研究林健
“”111231.1000132.1000343.024081、、、、、、、“”。388.9mm261mm7.5m/d。TD353A1006-6225201301-0043-04TechnologyofProtectingRoadwaywithSmallCoal-pillarinCrackedCoal-seamunderHydrousSandstoneRoofLINJian1FANMing-jian1HUBin1WANGHai-chun2TENGQing-shan31.CoalMining&DesigningDepartmentTiandiScience&TechnologyCo.Ltd.Beijing100013China2.Coal&ChemicalManagementDepartmentChinaGuodianCorporationBeijing100034China3.FengshuigouCollieryInnerMongolianPingzhuangEnergyCo.Ltd.Chifeng024081ChinaAbstractThispaperindicatedthathydroussandstoneroofpoorconsolidationcrackedcoal-bodyatsmallpillarsidegobhydropsandstrongfloorswellingweremainfactorswhichresultinroadwayfailureonthebasisofgeologicaltestrockcompositionanalysisandundergroundanchoringtest.Somesupportingideasincludingself-loadedarchstrengtheningsurfacesupportingfull-lengthhighpre-stressanchoringsupportingandprotectingsystemmatchingandanchoringlayerselectionwereputforward.Applyingfull-lengthancho-ringboltandcablesuccessfullysupportedroadwayunderhydroussandstoneroofatsmallcoal-pillarsideincrackedcoal-seam.Duringminingperiodaveragesides’convergencewas388.9mmandroof’smaximumsubsidencewas261mmroadwaymaintenancewasal-mostavoidedaverageminingspeedreached7.5m/d.Keywordssoftcoal-seamwithsoftrockandsoftfloorsmallcoal-pillarhydroussandstoneroofhighpre-stressfull-lengthancho-ring2012-07-202010SKLGDUEK10071969-、。。5MPa。。1m1.5~2.0m、。、U+。。、、、、“”1。15-1A。421~435m。3418111020132CoalminingTechnologyVo1.18No.1SeriesNo.110February2013DOI:10.13532/j.cnki.cn11-3677/td.2013.01.0255-1A6~8m。5-1A5.6m4.45m4.5m。5-1A0~30.01~0.36m6~14°10°12.84kN/m3。5-1A。。5-1A、67200m320m3/h。22.122.1.15-1A5-1A。0~1.2m0.8m50mm。1.2~2.8m1.5m。2.8~21m。2.1.25-1AWQCZ-5610m10m1。1517.42MPa15MPa5~8MPa。2.1.3SYY-56。8.25MPaN37.3°W4.29MPa10.22MPa。2.2X5。567.8%38.65%530%9.3%538.5%26.56%535.5%18.11%。。。8%55。3、、。。5。5、。22mm1×1922mm2400mm。5.93×105mm3/min6000mm200kN24%。4000mm200kN100kN200kN441102013173kN129kN3。4“”1、。2“”。、4-5。3、、。14-6。4“”。、。5、、、。、。5、22。2。。、5-1A3.8m1.2m10.23m2。2265-1A。6.1335MPa222.4mM24150mm、、、。3。W。900mm11400N·m。6.222mm1194300mm。。300mm×300mm×16mm。1800mm31275mm200~250kN。5-1A3。35-1A790~100m。54“”2013175mm1.97%。140mm40mm。719mm1167mm5。40~50m。150.1mm261mm59mm。。850mm515mm1388.9mm427mm1052mm1213.4mm。4。485-1A、800mm1000mm。2586.8/m。2170/m416.701/m。91、、5-1A。2“”、、、。3“”。388.9mm261mm7.5m/d。4“”。1.M.2007.2.J.2007265929-933.3.J.2011161.4.J.200611659-62.5.J.201015445-62.6.J.2010294649-664.檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸檸2425s5s3s17s。4201271103、。1200t/h5.0Mt/a。5、、。。6411020131
本文标题:顶板砂岩含水三软破碎煤层小煤柱护巷技术研究林健
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