暗挖地铁车站建筑设计

65Vol．6201010ChineseJournalofUndergroundSpaceandEngineeringOct．2010*11300133、、。、、、。U231A1673－0836201005－1001－08AnalysisonArchitecturalDesignMethodforMiningMetroStationChenHongHuJianguo1．ChinaRailwayTunnelSurvey＆DesignInstituteCo．LtdTianjin300133ChinaAbstractApplicativeconditionsandcharacteristicsofthearchitecturalandstructuraltypeofvariousminingstationsaresummarizedthroughtheanalysisonarchitecturaldesignprinciplesoftheminingsubwaystationsandthedomesticarchitecturalandstructuraltypeactuallyadoptedatpresent．AtthesametimetakingXiaobeiStationofGuangzhouMetroLine5asanengineeringexampleitfocusesontheimpactofmechanicalandelectricalsystemsofstationsoncivilengineering’sscale．Anditalsodiscusseshowtoachievethepurposeofreducingprojectscaleandconstructionriskofminingstationsandsavingprojectcostbyoptimizingthelayoutofconstructionfunctionandselectingareasonablemechanicalandelectricalsystemundertheconditionthatthestationfunctionsarefulfilled．Itcanprovidereferencesforthedesignofsubwaystationsundersimilarenvironmentalconditioninthefuture．Keywordssubwaystationarchitecturaldesignprinciplemechanicalandelectricalsystemminingconstructiontechnologystationscaleprojectconstructioncost1、、、。、。2。。1*2010-05-041980-。[e-mail]2．1、AFC、、、、。2．2、AFC、、、。2．3、、。2．44/km～8/km0．8/km～1．2/m2。1．2/m2。。3、、3．1802～12。、、、、。。3．2、、、。、、、、。3．2．1、、、、。、、、。、、、。1、2、3、4。1、Fig．1Excavationsitetheofficeofstationsequipmentopen-cutlayer2Fig．2HalfOpen-cutandhalfExcavation3Fig．3Bothsidesopenexcavationmiddleparttestdigging3．2．2200164Fig．4Middleopenexcavationbothsidestestdigging。、、。5、6、7。5Fig．5Biprismthreejointarches6Fig．6Singlecolumntwinarch7Fig．7Separationtestdiggingsimplearch44．13。、、、。4．1．1、30%。“”、“”、“”、“”。5。。、、。1。542218。。“”2“TVF”“TEF”9。81Fig．8Tunnelairsystem1100m。30012010592Fig．9Tunnelairsystem22。①、。“”“—”。、。、。111。—。。500m2400。②。“”、“”、“VRV”。“”“”。。。。。。。VRVVRV。100m。VRV。。3、。100m2。。。。100。。。4．1．2。。、、。。。4．1．31《》4001650m。6m。。。2。。3《》。。。4．2、、4。。。。55．1、5．1．1。、。。、。11、1710、、11、4、33。33m50m。21m。9m。9m。5．1．21。B4、B3B4、B3。。。10。2。33、412m2211。、106m、324210。594m2600。500120105101Fig．10Xiaobeistationgenerallayout1112Fig．11Xiaobeistationgenerallayout212Fig．12Planoftestdiggingstationhallhorizontalchannel6001613Fig．13Crosssectionofstationhallhorizontalchannel14Fig．14Crosssectionofstaircasewithahandrailslantingchannel4①。“”2．5m2。、、“—”。1m2。500。②、4。“”2。450。5AFC、、。AFC、12。6、。13、14。。7。、。。①。80～120m240m2。②、。。。35KV20m215、16。6700120105151Fig．15Transformersubstationarrangement1162Fig．16Transformersubstationarrangement2、、。、。References1GB50157—2003S．2003．CodefordesignofmetroGB50157—2003S．ChinaPlanPublishingHouse．2003．inChinese2Z．2004．GuangzhouurbanrailtransitLine5projectdesignZ．2004．inChinese3．J．200525418-20CuiZhiqiangHuJianguo．SelecttypeofsubwaystationJ．TunnelConstruction200525418-20．inChinese4．J．200525615-1624HuJianguoChenHong．SubwaystationdesignofanintegratedpipelineJ．TunnelConstruction200525615-1624．inChinese5．J．2009293284-289LvJianying．DesignofametrostationcombinedwithtunnelscrossinginspaceanconstructedbycutandcovermethodandundergroundexcavationmethodJ．TunnelConstruction2009293284-289．inChinese6．J．2009293290-294XuJunfeng．Architecturaldesignanalysisofseparatedisland-typemetrostationJ．TunnelConstruction2009293290-294．inChinese7．J．199919431-36PengLiusong．AnalysisofGuangzhoumetroLine2YuexiuStation’sdesignJ．TunnelConstruction199919431-36．inChinese8．、J．200525315-19XiaoGuangzhi．TheApplicationofarchitecturalstructuretypesinmetrostationbasedoncombinationofopen-cutandminingmethodsJ．TunnelConstruction200525315-19．inChinese9．J．199818425-31CuiZhiqiang．ArchitecturaldesignanalysisofsubwaystationJ．TunnelConstruction199818425-31．inChinese10．J．200626222-26WangZhenlin．ThestructuraltypeofHujialouStationofBeijingMetroLine10J．TunnelConstruction200626222-26．inChinese11．J．200951152-157．LuoZhangbo．DesignofTrackPanelShaftinMetroTunnelingIntervalJ．ChineseJournalofUndergroundSpaceandEngineering200951152-157．inChinese12．J．200732268-271．HuangRuijin．PBAMethodAppliedintheConstructionofArchinSubwayStationJ．ChineseJournalofUndergroundSpaceandEngineering200732268-271．inChinese80016