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431Vol.43No.120181JOURNALOFCHINACOALSOCIETYJan.2018.J.201843133-42.doi10.13225/j.cnki.jccs.2017.4200WANGGuofaPANGYihui.Full-mechanizedcoalminingandcavingminingmethodevaluationandkeytechnologyforthickcoalseamJ.JournalofChinaCoalSociety201843133-42.doi10.13225/j.cnki.jccs.2017.42001211.1000132.1000133。、、“-”“”。2。、、。TD355A0253-9993201801-0033-102017-09-152017-12-062017YFC0603059732014CB046302U16102511960—。E-mailwangguofa@tdkcsj.com1985—。Tel010-84262109E-mailpangyihui@tdkcsj.comFull-mechanizedcoalminingandcavingminingmethodevaluationandkeytechnologyforthickcoalseamWANGGuofa12PANGYihui11.CoalMiningBranchChinaCoalResearchInstituteBeijing100013China2.CoalMiningandDesigningDepartmentTiandiScience&TechnologyCo.Ltd.Beijing100013ChinaAbstractToovercomethetechnicalproblemsencounteredintheminingprocessatafullymechanizedminingfacewithlargeminingheightthispaperputsforwardthreescientificproblemsfacingfullymechanizedminingfacewithlargeminingheight.Basedonthetechnicalandeconomicanalysisofthickcoalseamminingmethodanadaptabilityevaluationindexsystemandevaluationmodelareestablished.Basedontheprincipleofstrengthcouplingrigiditycou-plingandstabilitycouplingbetweenhydraulicsupportandsurroundingrockacouplingdynamicmodelofhydraulicsupportandsurroundingrockanda“crackingslip”mechanicalmodelofcoalwallspallingarealsodeveloped.Inad-ditionthepaperputsforwarda“doublefactor”controlmethodfordeterminingreasonableworkingresistanceofthefullymechanizedhydraulicsupportwithalargeminingheight.Basedonthecontradictionbetweencavingandstabilitycontrolatafully-mechanizedtop-coalcavingfacewithalargeminingheightamethodofincreasingthehydraulicsupportsettingforceandimprovingthestructureofhydraulicsupportareputforwardtorelievethecontradictionbe-tweenthem.Thesafeefficientandhighrecoveryrateofthickcoalseamminingisrealizedbydevelopingthekeytech-nologyandequipmentforthickcoalseam.Keywordsthickcoalseamminingmethodevaluationmodelhydraulicsupportandsurroundingrockcouplingrela-201843tionshipworkingresistancecoalwallspalling3.5m6~20m45%~50%1-28.2m320m。、、4-7“-”8-10、11-13BPR14-166~8m17-1820m、。4m7m4m6m。、。1“”“”、、、。、“、”“、”、、、。。31。2、。32。2、、198.0m8.0m。6.0~8.0m、、。2.11。431、3、、、、、、。1Fig.1Thickcoalseamminingmethodadaptiveevaluationindicators、、、、、、3。AHPWi=∑ni=1cij∑nj=1∑ni=1cij1cijijcij>0cij=cjici=j=1Wi。10。2.233Ci=Wij·μ11μ12…μ1jμ21μ22…μ2jμi1μi2…μij2CiWijμijij∑nj=1μij=1n。3D=Wi·Bi3Bi。3U==>9075~9060~75<603T=D·UT4TUT。34、。、31。1、、3。1。532018431Table1Thickcoalseamminingmethodpriorityconditions1①3.5~5m55°②5~6m25°③6~9mf>22①。9~20m15°f>23.5~6m②。6~12mf<22.5~3.5m320m3“”3、、“”“”。3.1“”、、、、、、2。2“”Fig.2Hydraulicsupportandsurroundingrockcouplingrelationship、。、。、“---”。6313.21“”。16~8m“+”20m“”3。3Fig.3Thickcoalseamlongwallminingworkingfaceoverburdenfracturestructure、UDEC。、4。ADAMS。2-2、4Fig.4Hydraulicsupportandsurroundingrockcouplingdynamicalmodel5。5Fig.5Hydraulicsupportsupportingintensitybasedonhydraulicsupportandsurroundingrockcouplingdynamicalmodel2。“-”6。“-”、、20cb2<6F1δ21-3aM()+F3a23M-a2M2aM-1()[]σt5F4l=F3h+Fd-Fzf1cosα-sinα-mgsinαcosα6732018436“-”Fig.6Coalwall“tensionfracture-glidereflection”mechanicalmodelcbF1δyMF3aF4lF3hFdFzf1αm。。2-2、7。3“”7Fig.7Hydraulicsupportcriticalribsupporting“-”8。8Fig.8Hydraulicsupportworkingresistancecalculationprocessforhighcuttingface“-”“”831。4313、9a。、、219b。9Fig.9Fullymechanizedcavingfacestopcoalcavingstructureandribspallingmodelω=ω1-ω2-ω37ω1=∫M0Qmyy224EI4My-6M2-y2dy8ω2=∫b/2-b/2X2∫b/2-b/2XQ'dxdx2EIdx9ω3=∫Mm'Q'gyy224EI4My-6M2-y2dy10ωω1Qmyω2Q'dxQzxω3Q'gyIMm'。、。2、。10。311。。3。“-”12。58.2m9320184310Fig.10Influenceoffull-mechanizedcoalminingsupportstyletocoalwallandtopcoaldestruction113Fig.11Strongdisturbancethree-greadtop-coalcavinginstitutions。113。2。。、Q890Q11501412Fig.12Influenceofhydraulicsupportsettingloadtocoalwallandtopcoaldestruction13Fig.13Anti-impactdoubletelescopiccolumnwithcapacity-increaseandbufferingfunction15%。620m6m。304114Fig.14Multi-layerandmulti-passweldingtechnology315。153Fig.15Two-columncoverstypefullyhydraulicsupportwiththree-greatcoalcavinginstitution“”16、、。16Fig.16Hydraulicsupportandsurroundingrockintelligentcouplingcontrolsystem、RBF。719m9~20m20m。2—“”。3、、。4。8.2~8.3m2.05m。References1.J.201328192-103.GAOTianmingSHENLeiLIULitaoetal.TheinequalityofChina’scoalresourcesanditsflowpathsJ.JournalofNaturalResources201328192-103.2.“”J.20061831-5.TIANShangangSHANGGuanxiongTANGXin.Chinesecoalre-sourceoctothorpeshapeddistributingpatternJ.CoalGeologyofChina20061831-5.3.J.20164896-10.WANGGuofaPANGYihuiZHANGChuanchangetal.IntelligentlongwallminingtechnologyandequipmentandadaptabilityinsuperlargeminingheightworkingfaceJ.CoalEngineering20164896-10.4.J.201540130-34.WANGGuofaPANGYihui.RelationshipbetweenhydraulicsupportandsurroundingrockcouplinganditsapplicationJ.JournalofChi-naCoalSociety201540130-34.5.J.1420184320143981593-1601.WANGGuofa.Theorysystemofworkingfacesupportsystemandhy-draulicroofsupporttechnologyJ.JournalofChinaCoalSociety20143981593-1601.6.J.201341944-4890.WANGGuofa.Developmentoffully-mechanizedcoalminingtech-nologyandequipmentJ.CoalScienceandTechnology201341944-
本文标题:特厚煤层大采高综采综放适应性评价和技术原理王国法
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