从南兆路车辆段的设计看国内地铁车辆段建设的发展趋势

2013-07-152013-08-141962—[e-mail]。58420144ＲAILWAYSTANDAＲDDESIGNVol．58No．4April20141004-2954201404-0099-061211．1000382．100089。。、。U231ADOI10．13238/j．issn．1004－2954．2014．04．024ＲesearchonConstructionDevelopmentTrendofMetroＲollingStockDepotinChina———inCombinationwithProjectDesignExampleofNanzhaoluＲollingStockDepotYUANWei1ZHOUYong2ZHANGBin11．ChinaＲailwayEngineeringDesignInstituteCo．Ltd．Beijing100038China2．BeijingUrbanＲailTransitDesignandＲesearchInstituteCo．Ltd．Beijing100089ChinaAbstractTomaketheconstructionofmetrorollingstockdepotmoreconsistentwiththetechnologydevelopmentrequirementofmetrorollingstockthispaperresearchedthedevelopmenttrendofrepairandmaintenancemodeofmetrorollingstock．AfterintroductionofthedesignofNanzhaolurollingstockdepotofBeijingMetroDaxingLinethispaperanalyzedtherepairandmaintenancemodeofrollingstockofHongKongMetro．MoreoverfocusingontheoperatingsituationandproblemsinNanzhaolurollingstockdepotthispaperputforwardspecificmeasuresandsuggestionabouthowtodesignarollingstockdepot．Finallyinviewofthetechnologydevelopmentofmetrorollingstockandthroughin-depthanalysisonrepairandmaintenancemodesofHongKongMetroandBeijingMetrothedevelopmenttrendofrepairandmaintenancemodeofmetrotollingstockwasconcludedinthispaper．Keywordsmetrorollingstockdepotrepairandmaintenancemodedesigndevelopmenttrend1、4444。21.755km1。242、。1。4AB、、、、47.4km1。、、14、FAS、BAS、AFC、、、、、、。11/37492/35474B。2。2244。《》GB50157—20033《》104—20084104－2008GB50157—2003《》GB50157—2003《》104—2008、63d。。2.15-72002。1。2。3VVVF。4、。5。6、、、、、。、、、、40%。。。7。8。9。10。11、、。2.22.2.14、、、、、00158、。2.2.2《》1《》GB50157—20032。2/km/d——12/212.5～151.25～1.58/650～605～620/18100～12010～1235/321.。2.。2389。3/km/dA0.50.545B1.51.04014160452.2.31A－45B。“AB”2AB3、、。。。2.2.414、、2、、、、34。2.2.52.2.6AB1234。2.3“A、B”。20086。1、4.8m4.1m。1、－1.2m－1.0m－0.22m。3－0.22m。±0.00m。4.1m。3m2、、×150m×18m2、5m－7.0m－6m1014—7.5m10t。、、。1320m1000m45m。3。4。。20087124.1m3。。14.1m。2800m1320m。3。418mAB。1、6、36、4811320m119。。3201012302.5。474。3.130.14km49.24km2min2min30s2min10s3min6235km/h。25659km316.78km。4A5.13、B1.71148AB3、、ABA4hB8hAB。3.2、、、45、。10、～200、。200847003。3.3。。2080DK。、。《》GB50016—20061120158、。。3.4AB。AB、4。5AB。4ABmmm5ABmmm3.5、、、。132m58.441+93.397=151.838m。、、、120m。。、、、。3.6、200m3/d。、、。、、3014—、。。4、。19651。、、、、。。ABAB、、、、1B4.1m25000km15000km、、、34。。《》12、。。－－－－－－。《》134。4/km/d/150～16015～1670/6037.5～403～424/17221/1、——、。《》GB50157—2003。、、。。5。1．Z．2009．2．4Z．2006．3．GB50157—2003S．2003．4．104—2008S．2008．5．J．2006103-7．40158檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾檾6．J．200828125-126．7．J．200225628-31．8．4J．2006697-99．9．Z．2009．10．Z．2009．11．GB50016—2006S．2006．12．Ｒ．2008．13．S．2012．2013-07-182013-08-051980—[e-mail]。58420144ＲAILWAYSTANDAＲDDESIGNVol．58No．4April20141004-2954201404-0105-05100055、、、。U231ADOI10．13238/j．issn．1004－2954．2014．04．025DesignandDiscussiononTechnologicalProcessLayoutwithinＲeconstructionandExpansionProjectofZhuzilinＲollingStockDepotofShenzhenMetroYANGXin-yingMechanicalPowerDesignandＲesearchInstituteChinaＲailwayEngineeringConsultingGroupCo．Ltd．Beijing100055ChinaAbstractInthispaperbymeansofanalyzingthelinenetworkdistributionofShenzhenmetroandtheexistingconditionsofZhuzilinrollingstockdepotthenecessityofreconstructingandexpandingtheZhuzilinrollingstockdepotwasdiscussedandthenthescaleoftrain-inspectionparkingspaceofthereconstructionandexpansionprojectwasdetermined．Furthermoretheoptimalschemeandequipmentconfigurationwerealsodeterminedfortheworklineofbogieinspectionaswellasforthemaintenancezoneofelectricalmachineryandcomponents．Inadditionthispaperillustratedhowtorationallymakeuseofresourceshowtointensivelymakeuseoflandhowtoreducetheworkloadoftheexistingstructures'removalandrelocationwithintheexistingrollingstockdepotandhowtonewlybuildacomprehensivestructurewhichcanintegratethefunctionsoftrain-inspectionparkingspacemaintenancezoneandproductiondutyrooms．Alsoconsideringthatthisdesignhadbrokenthroughcurrentdesignstandardcodetherelevantissuesandmattersneedingattentionwerethoughtaboutanddiscussedinthis