[优秀毕业设计精品]矿井提升机设计

47前言A1A0A2A3A4A5A6A7A8A9A10A11A12A13A14A0A15A7A16A17A18A19A20A21A14A0A19A20A22A23A24,A26A25A27A29A28A30A16A31A32A16A33A34A35A7A36A37,A4A38A39A40A15A7A19A20A16A41A42A43A44A45A47A48A46A47A50A49A51A52A48A7A53A54A55A16A56A57A58A59A47A56A57A7A42A61A62A60A47A64A53A63A65A66A67A69A70A68A69A72A27A69A73A74A73A74A16A71A76A2A3A47A77A64A53A39A40A16A7A42A8A75A78A79A73A80A81A82A16A83A84A61A1A0A2A3A4A73A80A33A34A16A35A7A36A37A47A86A85A1A0A27A42A51A64A53A52A26A87A73A88A27A29A43A17A18A54A55A16A89A90A61A86A85A1A0A2A3A91A92A93A94A44A45A14A0A19A20,A96A94A95A16A97A98A99A100A101A27A16A102A103,A105A104A106A93A94A5A107A21A108A109A51A12A110A111,A11A12A97A112A113A16A31A32A115A114A116A117A118A119A120A121A122A123A124A126A16A127A125A100A128A129A130A131A132A133A134A135A69A23A24A69A26A25A16A31A32A47A137A64A53A15A7A16A136A13A19A20A43A27A139A138A10A140A22A47A140A87A141A142A105A19A143A16A98A12A61A115A1A0A2A3A85A144A145A47A64A53A34A146A147A148A16A52A26A150A11A119A149A151A16A2A3A145A16A152A73A80A36A37A47A154A153A155A156A157A2A3A158A159A47A13A160A2A3A9A10A39A40A15A7A16A14A0A136A144A47A94A162A2A3A161A163A113A165A16A127A125A134A164A96A145A166A47A168A167A120A121A110A111A47A120A3A169A69A120A170A171A69A120A172A173A174A137A175A160A2A3A176A177A179A180A2A3A32A178A181A182A183A109A47A33A184A185A186A61A115A187A80A2A3A85A144A145A47A189A125A117A118A126A188A190A117A118A77A191A64A192A193A127A125A43A194A195A47A115A60A47A64A53A196A197A198A198A16A199A200A61A202A201A203A55A204A49A47A206A205A79A15A7A19A20A120A207A47A2A3A145A47A209A208A186A210A211A212A213A91A214A54A215A47A217A216A114A116A35A118A77A191A73A218A16A219A220A221A222A47A64A53A223A224A199A200A47A226A225A217A174A227A228A47A94A229A230A22A115A91A231A16A232A59A21A58A233A145A47A120A234A177A16A235A236A179A94A229A115A237A95A16A124A8A238A239A79A47A91A231A71第一章矿井提升设备一、提升方式矿井七A240煤与二A241煤采用分期开拓开采的方式，初期开采七A240煤，后期经技术改造后开采二A241煤。七A240煤井设计生产能力为030MT/A，采用立井开拓，二个提升井筒，其中主井井深277M，担负七A240煤矿井提煤任务；副井井深277M，担负七A240煤矿井辅助提升任务；二A241煤井47设计生产能力为045MT/A，采用立井开拓，利用七A240煤井二个提升井筒延深至二A241煤的开采水平，在七A242煤井开采结束后进行二A243煤的开采，二A243煤主井井深577M，担负二A243煤矿井提煤任务；副井井深577M，担负二A243煤矿井辅助提升任务。二、主提升设备选型计算（一）设计依据初期开采七2煤时1、生产能力030MT/A2、工作制度年工作日330D，每天净提升时间16H。3、井深H277M4、提升方式双箕斗提升，采用定重装载。后期开采二1煤时1、生产能力045MT/A2、工作制度年工作日330D，每天净提升时间16H。3、井深H577M4、提升方式双箕斗提升，采用定重装载。（二）提升容器选择该矿井初期开采七2煤时井深277M，后期开采二1煤时井深577M，根据煤炭工业矿井设计规范规定，为避免提升系统的重复改扩建,同时考虑到矿井后期开采二1煤时井筒深度增加，所以初期开采七2煤和后期开采二1煤时主、副井提升设备统一按开采最终水平选择计算。计算过程以后期开采二1煤的提升设备选型计算为准。471、确定经济提升速度V0305577721201M/S取VA2448M/S，A24510M/SA2462、计算一次提升循环时间TX815778108981S3、根据矿井年产量和一次提升循环时间即可求出一次提升量。QJ450000121298136003301633T据此提升容器选择JDS4/554Y型标准多绳箕斗（钢丝绳罐道），箕斗自重QZ6500KG（含连接装置）,载重量Q4000KG，提升钢丝绳4根，平衡尾绳2根，钢丝绳间距300MM。（三）钢丝绳选择1、绳端荷重QDQZQ6500400010500KG2、钢丝绳悬垂长度HA247HHA248HA249HA250HA251HA252075RA253E57730110081265109075092555931M式G1025HG过G2379G20652度HG65MHA249尾绳环高度HA249HA251052S65052200411008MHR容器G20652度HR109MRT天G17730G2334G5464EG990G991天G17730垂G11464距G12175E5M47S提升容器G1025G5527距HXG2380载G20652度HX12M3、G20330绳G2345G1313长度重量计算PK110BCQNHMA25410500110167459317129KG/M式中A255钢丝绳计算抗拉强度，取1670MPAMG252钢丝绳G4445G1852系G6980，G24747根据以G990计算，G20330绳选用22ZAB6V30FC1670307型钢丝绳G5050G2503G6479G2520G1016根。G1866G6228G7427G2454G6980G3926G991钢丝绳G11464G5464DK22MM，钢丝G11784G7041G6301力G5647和QQ307200N，钢丝绳G2345G1313长度G17148量为PK196KG/M。4、尾绳G2345G1313长度重量计算QKG22036NNPK42196392KG/M式G1025NG252G20330绳钢丝绳根G6980N4NG22036G252尾绳钢丝绳根G6980NG220362根据以G990计算，尾绳选用8815NATP8471360型G6165钢丝绳2根，G2345重Q382KG/M。（G3247）提升G7438选择1、主G4560G17730G11464G5464DG22036G30590D90221980（MM）2、最G3835G19757G6301力和最G3835G19757G6301力G5058最G3835G19757G6301力47FJQQCNPKHC650040004196593115150KG最G3835G19757G5364力G5058FCQ4000KG据此主井提升装置选用JKMD2254（I）E型G14865G3332式多绳G6717G6842式提升G7438，G1866主G16213G6228G7427G2454G6980为G6717G6842G17730G11464G5464D2250MM，天G17730G11464G5464DT2250MM，最G3835G19757G5364力215KN，最G3835G19757G5364力G505865KN，钢丝绳根G69804根，G6717G6842G17730钢丝绳间距300MM，提升G17907度V65M/S，G1955G17907G8616I105,提升G7438G7071G17728G18108G2010G2476G1313G17148量MJ6500KG，天G17730G2476G1313G17148量MT2300KG，G15936G3455G6717G6842系G6980G173023。（G1128）提升系统的G11842定（G16277G3282611）1、井G7562G20652度HJHXHRHG075RTE121096507511255352MG2474HJ36M2、提升G7438G6717G6842G17730G1025G5527G13459距井筒G1025G5527G13459距G12175LSG30506HJ35D063635225G7292735MG2474LS28M3、钢丝绳G5370长G991G5370长LX1221022TJSDSHCL22200422531082822398MG990G5370长47LX22022TJSDSHCL22200422536082822449M式G1025HJ1井G7562G991G4630天G17730G20652度CA13摩擦轮中心与地平距离4、钢丝绳的出绳G16294G991出绳G1629447G163A1ARCTAN1022JTHCDSLSARCSIN12TXDDLARCG55AG49310820042252822ARCSG44G49225225239852G101399G5G990出绳G16294A14A15A16A2A16A2A17A0A3A4A5A6A7A8A9A10A2A18A19A11A12A20A21A22A23A24A25A26A27A28A29A18A30A31A24A29A29A32A33A34A35A36A37A38A26A39A40A35A41A26A42A43A44A45A28A38A18A46A31A24A47A48A37A40A41A49A33A50A39A51A47A37A44A37A41A42A43A29A45A28A44A18A52A53A24A27A27A28A48A18A31A54A55A24A38A26A26A27A27A28A44A44A56A26A26A38A56A47A26A26A29A57A29A48A27A29A57A29A48A27A29A47A26A26A26A47A26A26A38A40A26A26A26A38A35A26A26A26A48A29A38A41A40A35A48A40A38A41A29A47A58A59A60A61A62A63A64A65A66A38A26A26A26A26A67A64A65A66A40A29A26A26A26A25A38A40A27A25A40A29A27A25A38A35A27A48A41A41A26A26A2647G163A68ARCSIN0JXHCL51G10137G2203628“5、G3272G2265G16294G219的G11842定G13475计算G3272G2265G16294G219181G1011G220364“（G1857）提升容器最G4579自重G7669G76921、按G19757G19462G9381G7477G1226容器自重为G52A69G305G6211121JWWEG64G52G81PA70HA71G39A72G52G81PA70HA71235940004196593147861KGG13475G7609G15932，G5415G3272G2265G16294G219181G1011G220364“时D12359式G1025W1箕斗提升时矿井G19471力系G6980W10075G165JG19757G19462G9381G4445G1852系G6980G165J1752、按G2172G19462G9381G7477G1226QZG22036G30511111212111GGWWGEGEQ11112111GGGEGEGDNPKHCA1QC1GDNPKHC2211540000153323004196593145487KG经G7609G15932，G5415G3272G2265G16294G219181G10114G5，G2164速度AA7305时G15AA7322115G15CA7301533。式G1025GD天G17730的G2476G1313G17148量。G13475计算G9397G17287G19462G9381G7477G1226的箕斗最G4579自重G3355G4579G1122所选箕斗自重，47G19462G9381G7477G1226G9397G17287G16213求。（七）钢丝绳G4445G1852系G6980G994提升G7438的G7669G205761、G20330绳G4445G1852系G6980G7669G20576MQCNQQQKCNPHG43072006500400041965931988372G71300005H69G9397G17287G16213求2、最G3835G19757G5364力和最G3835G19757G5364力G5058最G3835G19757G6301力G41A7415150KG148KG49G31215KG49最G3835G19757G5364力G5058G41A754000KG39KG49G3165KG49G9397G17287G16213求（G1855）G20056选G11017G2172G74381、G11017G2172G7438G1284算G2163G10587PG2601000KQGVJG158115400098651000092123822KG58式G1025K矿井G19471力系G6980，G2474K115G727Q一次提升G4466G19481G17147载量G727提升系统G17828G17728时，加G1955G17907度G2462钢丝绳重力G3252G13044G5445G2721系G6980G727JG1955G17907器G1268G2172G6940G10587，J092G7272、G11017G2172G7438G1284算G17728G698047N60VIDPI60651052253145796R/MING6466G8504主井G13490G17722G11017G7438选用G614503A型G11464G8981G11017G2172G7438，660V，500KG58，其G20081定G17728速为G81A76611G85/MG76G81，G17728G2172G5827G18339MA77505KGG22109MA78。3、G11842定提升G7438的G4466G19481最G3835提升G17907度VA7960EDNIPI3142256116010569M/S（G1073）提升G17828G2172G4410G2462提升能力计算G13475计算G5483初加G17907度A0048M/S2，V015M/S，G2380载G7366G17724G15904程H0235M,主加G17907度A1050M/S2，提升G1955G17907度A3050M/S2。（提升G17907度G3282力G3282G16277G3282612）1、初加G17907度G19466G8585G2380载G7366G17724初加G17907时间T0OOVA15048313S箕斗G3324G2380载G1025G7366G17724G1881的G15904程H0235M2、G8503常加G17907度G19466G8585加G17907时间T101MVVA691505108S加G17907G19466G8585G15904程H102MVVT169152108454M3、G8503常G1955G17907G19466G8585G1955G17907G19466G8585时间T343MVVA690505128SG1955G17907G19466G8585G15904程H342MVVT369052128474M4、爬G15904G19466G8585爬G15904时间T444HV3056S爬G15904距G12175H43M475、抱闸停车时间T51S6、等G17907G19466G8585等G17907G19466G8585G15904程H2HTH0H1H3H4569923545447434718M式G1025HT提升G20652度HTHHZHXHR57730121095699M等G17907G19466G8585时间T22MHV471869684SA80A81A82A83A84A85A86A87A88A89A90A91A92A93A94A95A96A97A98A99A100A101A102A103A104A105A106A107A108A109A110A111A112A113A114A115A116A117A118A119A120A121A122A123A124A125A126A127A128A129A130A131A132A131A133A134A135A136A99A102A103A131A137A131A138A135A139A140A141A134A141A140A142A131A143A135A144A140A141A145A140A135A145A131A146A147A148A149A150A134A134A144A141A135A142A151A144A141A144A134A151A139A142A144A152612A153A154A139A142A144A141A144A142A151A144A141A144A134A151A139A142A144A134A134A144A141A135A142A151A144A141A144A139A142A144A141A144A142A151A144A141A1447、一次提升循环时间TXT0T1T2T3T4T531310868412861121141S式G1025休止时间G247412S478、提升设备年G4466G19481提升量AN360043301612114156万T/A提升能力富裕系G6980为AFANAN564512提升能力G9397G17287G16213求（十）提升系统G2172力G4410计算1、提升系统G5647G2476G1313G17148量MM2MZ4PKLP2MTMJMD40002650041961212223006500439942001KG式G1025LP钢丝绳G1852长LP1212M（G2265括尾绳）。2、G17828G2172G4410计算（按平衡系统计算）1、提升开始G19466G8585开始时F0KMGHTMA01154000984200104865240N终了时F0F02H065240G713065240N式G1025提升钢丝绳G994平衡尾绳的G5647G2345重之G5058，平衡系统G7290。2、主加G17907G19466G8585开始时F1F0M（A1G713A0）6524042001（05G713048）66081N终了时F1F166081N3、等G17907G19466G8585开始时FA155FA156MAA156660814200105045080N终了时F2F245080N474、G1955G17907G19466G8585开始时F3F2G713MA345080G7134200105024080N终了时F3F324080N5、爬G15904G19466G8585开始时F4F3MA3240804200105045080N终了时F4F445080N（G1073）提升G11017G2172G7438容量G20576算1、等G6940时间TD（T0T1T3T4T5）T212（31310812861）6841312893S式G1025低G17907G17828G17728散热不良系G6980，1/2G727停车间歇时间散热不良系G6980,1/3。2、电动机等效力F2DTF02T0F12T1F22T2F32T3F42T421910113、提升电动机作用在滚筒圆周上的等效力FD2DFDTT112191089349533N4、电动机等效容量PD1000DMJFVK49533691000092115427KW500KWG9397G17287G16213求G13475G20576算，所选G11017G2172G7438符合G16213求十提升G7438制G2172力矩G20576算ZJMM3MJMAQRM42001054000112540001125433G9397G17287G16213求。47式G1025MZ制G2172力矩MJG19757荷重G7071G17728力矩（十一）G11017控设备本提升G7438采用G11464流拖G2172，G11017控设备随主G7438成套供G17147。G11017控设备型号选用JKMK/SZNT778/5503系列提升G7438G1852G6980字G11464流G11017控设备。（十二）供G11017G11017源提升G7438采用双回路供G11017，一回工作，一回备用。供G11017G11017源引自矿井G3332面G2476G11017所，详G16277G3332面供G11017系统G3282。三、开采七2煤时主提升能力计算矿井在初期开采七A157煤时设计生产能力为030MT/A，井筒深度H277M，主井提升装置选用以开采二A158煤计算为准的JKMD2254（I）E型落地式多绳摩擦式提升机，提升容器为JDS4/554Y型标准多绳箕斗（钢丝绳罐道）。提升钢丝绳首绳选用22ZAB6V30FC1670307型钢丝绳左右捻各两根。尾绳选用8815NATP8471360型扁钢丝绳2根，该提升设备在初期开采七A157煤时一次安装到位，分期服务G1122七A157煤G2656二A158煤的开采。（一）提升G20652度的G11842定HTHHZHXHR27730121092699M式G1025HR容器G20652度HR109HXG2380载G20652度HX12MHZ装载G20652度HZ30M47（二）提升G17828G2172G4410G2462提升能力计算提升G17907度G3282力G3282G16277G3282613G13475计算G5483初加G17907度A0048M/S2，V015M/S，G2380载G7366G17724G15904程H0235M,主加G17907度A1050M/S2，提升G1955G17907度A3050M/S2。（提升G17907度G2462力G3282G16277G3282613）1、初加G17907度G19466G8585G2380载G7366G17724初加G17907时间T0OVOA15048313S箕斗G3324G2380载G1025G7366G17724G1881的G15904程H0235M2、G8503常加G17907度G19466G8585加G17907时间T101MVVA691505108S加G17907G19466G8585G15904程H102MVVT169152108454M3、G8503常G1955G17907G19466G8585G1955G17907G19466G8585时间T343MVVA690505128S47A159A160A161A162A161A159A160A161A162A161A159A160A161A162A161A163A164A159A159A161A165A166A167613A168A169A170A171A172A173A172A174A175A174A168A176A171A169A177A178A179A180A181A182A183A176A184A177A176A177A174A184A175A182A185A169A173A184A170A177A169A184A175A182A186A182A187A188A189A190A191A177A168A182A192A182A193A194A195A196A197A198A199A200A201A202A203A204A205A206A207A208A209A210A211A212A213A214A215A216A217A218A219A220A221A189A222A223A190A191A224A225A226A168A184A170A227A228A229A230A231A232A233A234A235A236A237A238A168A169A170A171A172A168A176A171A169A177A169A168A173A173A174G1955G17907G19466G8585G15904程H342MVVT369052128474M4、爬G15904G19466G8585爬G15904时间T444HV3056S爬G15904距G12175H43M5、抱闸停车时间T51S6、等G17907G19466G8585等G17907G19466G8585G15904程H2HTH0H1H3H4269923545447431718M47式G1025HT提升G20652度HTHHZHXHR27730121092699M等G17907G19466G8585时间T22MHV171869249S7、一次提升循环时间TXT0T1T2T3T4T53131082491286112706S式G1025休止时间G247412S8、提升设备年G4466G19481提升量AN360043301612706897万T/A提升能力富裕系G6980为AFANAN89730299提升能力G9397G17287G16213求（三）提升系统G2172力G4410计算1、提升系统G5647G2476G1313G17148量MM2MZ4PKLP2MTMJMD4000265004196610223006500439937281KG式G1025LP钢丝绳G1852长LP610M（G2265括尾绳）。2、G2172力G4410计算（按平衡系统计算）1、提升开始G19466G8585开始时F0KMGHTMA01154000983728104862975N终了时F0F02H062975G713062975N式G1025提升钢丝绳G994平衡尾绳的G5647G2345重之G5058，平衡系统G7290。2、主加G17907G19466G858547开始时F1F0M（A1A0）6297537281（05048）63721N终了时F1F163721N3、等G17907G19466G8585开始时F2F1MA1637213728105045080N终了时F2F245080N4、G1955G17907G19466G8585开始时F3F2MA3450803728105026440N终了时F3F326440N5、爬G15904G19466G8585开始时F4F3MA3264403728105045080N终了时F4F445080NG13475计算所选主井提升设备G3324初期开采七2煤时,可G9397G17287矿井七2煤井煤炭提升任务的G16213求。四、副提升设备选型计算（一）设计依据初期开采七2煤时1、生产能力030MT/A。2、工作制度年工作日330D，每天最G3835班净提升时间16H。3、提升G20652度H277M井筒深度。4、最G3835班G991井人G6980109人。5、最G3835G1226重量3170KG。（主排水泵G11017G7438,不可拆G2380G1226）后期开采二1煤时1、生产能力045MT/A。472、工作制度年工作日330D，每天最G3835班净提升时间16H。3、提升G20652度H577M井筒深度。4、最G3835班G991井人G6980125人。5、最G3835G1226重量5350KG主排水泵G11017G7438,不可拆G2380G1226。（二）提升容器选择根据矿井后期开采二1煤时的年产量G2462辅助提升量，G13475计算，副井提升容器选用一对10T双G4630G2345车多绳标准罐笼（宽窄G2520一个），钢丝绳罐道，宽罐笼G17148量为Q5800KG，每次承载38人，窄罐笼G17148量为Q4656KG，每次承载23人。提矸选用10T标准矿车，矿车自重QZ610KG，载矸量为QM1800KG，每次提升一辆矿车。（三）钢丝绳G2462提升G7438选择1、绳端荷载计算提升物料（按提矸计算）QA239QQMQZ580018006108210KG提升人员QA240QQR580028508650KG提升最G3835G1226设备QA241A2425800535011150KG式G1025QR每次乘载人员重量,按最多38人计算。5350G252G2380载最G3835G1226水泵G11017G7438重量。2、G20330绳G2345G1313长度重量47PKA243A244110BQNHCMA245A2461115011016746118165KG/MPKA247110BQNHCMA24886501101674611915KG/M式G1025HC钢丝绳悬垂长度HCHHJHH5772410611MNG20330绳钢丝绳根G6980HH尾绳环G20652度根据以G990计算，G20330绳选用22ZAB6V30FC1770326型钢丝绳G5050G2503G6479G2520G1016根。G1866G6228G7427G2454G6980G3926G991钢丝绳G11464G5464DK22MM，钢丝G11784G7041G6301力G5647和QQ326030N，钢丝绳G2345G1313长度G17148量为PK196KG/M。3、尾绳G2345G1313长度重量QKG220361NNPK2196392KG/M式G1025N1尾绳钢丝绳根G6980根据以G990计算，尾绳选用8515NATP8471370型G6165钢丝绳G1016根，G1866主G16213G6228G7427G2454G6980为钢丝绳尺寸宽厚85MM15MM，钢丝G11784G7041G6301力G5647和QQ542000N，钢丝绳G2345G1313长度G17148量为QK382KG/M。4、提升G7438选择1）G6717G6842G17730G11464G5464DG22036G30590D90221980（MM）2最G3835G19757G5364力和最G3835G19757G5364力G505847最G3835G19757G5364力按提升最G3835设备计算FJQQA249A250NPKHJN1QKHHH5800535041962423825771015823KG最G3835G19757G5364力G5058FCQR（58004656）3994KG据此副井提升装置选用JKMD2254（I）E型G14865G3332式多绳G6717G6842式提升G7438，G1866主G16213G6228G7427G2454G6980为G6717G6842G17730G11464G5464D2250MM，天G17730G11464G5464DT2250MM，最G3835G19757G5364力215KN，最G3835G19757G5364力G505865KN，G6717G6842G17730钢丝绳间距300MM，提升G17907度V50M/S，G1955G17907G8616I115,提升G7438G7071G17728G18108G2010G2476G1313G17148量MJ6500KG，天G17730G2476G1313G17148量MT2300KG，G15936G3455G6717G6842系G6980G173023。（G3247）提升系统的G11842定G16277提升系统G32826141、井G7562G20652度HJG729HRHG075RTE11707511255238MG2474HJG72924M式G1025HR容器G20652度HG过G2379G20652度RT天G17730G2334G5464EG990G991天G17730G1025G5527G20652度2、提升G7438G6717G6842G17730G994提升G1025G5527G13459距G12175LSLS06HJ35D062435225202MG2474LS21M3、钢丝绳G5370长47G991G5370长LX1G729221022TJSDSHCLG72922190422519082122G729263MG990G5370长LXG72922022TJSDSHCLG72922190422524082122312M式G1025SG1016容器间距CA251摩擦轮中心与地平距离4、钢丝绳的出绳G16294G991出绳G16294G163A252ARCTAN1022JTHCDSLSARCSIN12TXDDLARCTAN190819042252122ARCSIN2252252238849G10117G2203626“G990出绳G16294G163A253ARCSIN0JXHCLG72948G1012G2203617“47A254A255A1A0A2A3A4A5A6A7A8A9A10A11A10A12A13A14A15A15A15A16A17A15A15A15A5A11A18A7A5A19A12A7A11A20A21A8A22A23A24A25A26A27A5A6A7A28A19A20A29A30A27A19A19A31A32A33A9A34A35A36A6A10A11A37A37A6A38A39A12A40A28A36A20A41A30A27A42A43A35A11A43A44A32A45A10A46A42A35A12A35A37A38A39A19A40A28A12A20A47A48A27A7A7A28A43A20A30A49A50A27A36A6A6A7A7A28A51A52A53A54A55A56A51A57A55A53A54A58A59A60A61A62A19A63A19A43A7A19A63A19A43A7A19A63A19A43A7A64A15A15A19A11A6A6A6A65A66A67A68A68A67A69A65A68A68A70A71A71A15A15A155、G3272G2265G16294G219的G11842定G13475计算G3272G2265G16294G219G729181G10115G220369“（G1128）提升容器最G4579自重G7669G76921、按G19757G19462G9381G7477G1226容器自重为（按提升最G3835G1226计算）QCG30522121JWWEQNPKHCQZD2QNPKHC4724842850419661122892KGG5415G3272G2265G16294G219181G10115G220369“时G7609G15932G5483D224842、按G2172G19462G9381G7477G1226QCG30512211212111JJAWWGEAGEQ112112111JJAGEAGEGDNPKHCQZA2QC1GDNPKHCG13475G7609G15932G5415加G17907度A1G247405M/S2,A223,C1015。则QC2328500152300419640237483KGG13475计算G9397G17287G19462G9381G7477G1226的罐笼最G4579自重G3355G4579G1122所选罐笼自重，G19462G9381G7477G1226G9397G17287G16213求,但G3324G2380载最G3835G1226水泵G11017G7438时应适G5415增加配重，已G9397G17287G19462G9381G7477G1226G991的提升容器最G4579自重的G16213求。（G1857）钢丝绳和提升G7438G7669G205761、G20330绳G4445G1852系G6980提升矸石时MQNQQKCNPHGA72432603082104196611981028200005H79提升人员MQNQQKCNPHGA7343260308650419661198999200005H89提升G3835G1226设备MQNQQKCNPHGA74A75432603011150419661198838200005H7479G9397G17287G16213求。2、最G3835G19757G5364力和最G3835G19757G5364力G5058G3926前计算最G3835G19757G5364力FJ15823KG155070N3G9397G17287G16213求。式G1025MZ制G2172力矩MJG19757荷重G7071G17728力矩（十二）最G3835班作业时间计算最G3835班作业时间G16277G15932最G3835班作业时间为21H,最G3835班G991井人员时间为126G2010钟符合G16213求。最G3835班作业时间平衡G15932A130A131A132A133A134A135A136A137A138A139A130A131A137A140A141A142A143A144A145A140A144A142A143A146A147A148SA149A150A151A146A147A148SA149A152A153A154A155A1549530418947576A156A142A154A155A1544830218943788A142A143A157A158A159A160A161A1621011016941694A142A143A163A164A1622012014142828A165A166A144101018941894A167A16875524SA16921H（十三）G11017控设备本提升G7438采用G11464流拖G2172，G11017控设备随主G7438成套供G17147。G11017控设47备型号选用JKMK/SZNT778/5503系列提升G7438G1852G6980字G11464流G11017控设备。（十G3247）供G11017G11017源提升G7438采用双回路供G11017，一回工作，一回备用。供G11017G11017源引自矿井G3332面G2476G11017所，详G16277G3332面供G11017系统G3282。五、开采七2煤时副井提升能力校核矿井G3324初期开采七2煤时设计生产能力为030MT/A，提升G20652度H277M，副井提升装置选用以开采二1煤计算为准的JKMDG7132254（I）E型G14865G3332式多绳G6717G6842式提升G7438，提升容器为10T双G4630G2345车标准多绳罐笼（钢丝绳罐道）。提升钢丝绳G20330绳选用22ZAB6V30FC1770326型钢丝绳G5050G2503G6479G2520G1016根。尾绳选用8815NATP8471360型G6165钢丝绳2根，该提升设备G3324初期开采七2煤时一次G4445装到G1313，G2010期担负七2煤和二1煤的开采期的辅助提升工作。（一）提升运动学及提升能力计算G13475计算G5483主加G17907度A1050M/S2，提升G1955G17907度A3050M/S2。（提升G17907度G3282力G3282G16277G3282616）1、G8503常加G17907度G19466G8585加G17907时间T11MVA5105102S加G17907G19466G8585G15904程H12MVT151210226M2、G8503常G1955G17907G19466G8585G1955G17907G19466G8585时间T343MVVA51040594S47G1955G17907G19466G8585G15904程H342MVVT35104294259M3、爬G15904G19466G8585爬G15904时间T444HV2504625S爬G15904距G12175H425M4、抱闸停车时间T51S5、等G17907G19466G8585等G17907G19466G8585G15904程H2HH1H3H427726259252226M等G17907G19466G8585时间T22MHV222651436SA170A170A171A172A173A170A170A171A172A173A172A173A174A175A175A170A170A171A172A173A170A170A171A172A173A171A176A177A178A174A179A180A181A182A183A176A184A175A185A186A187A188A189A190A191A192A193A194A195A196A197A198A199A200A201A202A203A204A205A206A207A208A209A210A211A207A212A213A211A214A210A215A209A216A210A217