JTG-T D70-2-01-2014(EN) 公路隧道照明設計細則 英文版

RecommendedIndustryStandardsofthePeople'sRepublicofChina中華人民共和國行業(yè)推薦性標準GuidelinesforDesignofLightingofHighwayTunnels公路隧道照明設計細則(英文版)RecommendedIndustryStandardsofthePeople'sRepublic中華人民共和國行業(yè)推薦性標準GuidelinesforDesignofLightingofHighwayTunnels公路隧道照明設計細則(英文版)Editingorganizationincharge:ChinaMerchantsResearch&DesignIssuingauthority:MinistryofTransportofthePeoplesRepublicofChina第50號交通運輸部關于發(fā)布《公路隧道設計規(guī)范第一冊生建工程》英、法文版等7項公路工程行業(yè)標準外文版的公告版[JTGH12-2015(EN)]。上述標準外文版的管理權和解釋權歸中華人民共和國交通運輸部，日常標準外文版與中文版如在技術內(nèi)容上出現(xiàn)異議時，以中文版為準。2023年9月20日2023年9月21日印發(fā)英文版編譯出版說明標準是人類文明進步的成果，是世界通用的技術語言，促進世界的互聯(lián)互通。近年來，中國政府大力開展標準化工作，通過標準驅動創(chuàng)新、協(xié)調(diào)、綠色、開放、共享的共同發(fā)展。在絲綢之路經(jīng)濟帶與21世紀海上絲綢之路，即“一帶一路”倡議的指引下，為適應日益增長的全球交通運輸發(fā)展的需求，增進世界連接，促進知識傳播與經(jīng)驗分享，中華人民共和國交通運輸部組織編譯并發(fā)布了一系列中國公路行業(yè)標準外文版。中華人民共和國交通運輸部發(fā)布的公路工程行業(yè)標準代號為JTG,體系范圍涵蓋公路工程從規(guī)劃建設到養(yǎng)護和運營管理全過程所需要的設施、技術、管理與服務標準，也包括相關的安全、環(huán)保和經(jīng)濟方面的評價等標準?？傮w總體通用公路建設公路管理站所裝備公路養(yǎng)護綜合公路運營造價公路工程標準體系運行息統(tǒng)信系檢測評價養(yǎng)護施工應急處置養(yǎng)護決策收費服務護計養(yǎng)設路域環(huán)境服務路同車協(xié)施工造價造價造價檢測智慧設計試驗監(jiān)理執(zhí)法i《公路隧道照明設計細則》(簡稱《細則》)是公路隧道照明設計有關的重要技術標準，主要用于各等級的新建和改擴建山嶺公路隧道照明設計和運營，可供隧道運營管理企業(yè)、設計院、施工企業(yè)、工程監(jiān)理等使用。2000年由交通部首次發(fā)布實施《公路隧道通風照明設計規(guī)范》(JTJ026.1—1999),作為公路隧道照明設計首部專業(yè)規(guī)范，對規(guī)范設計行為、保障我國公路隧道運營安全和推進公路隧道照明科技進步均起到了重要作用。細則》在充分總結中國相關科研成果和大量工程經(jīng)驗的基礎上，吸收借鑒國際先進的公路隧道照明技術，進行改進與修訂，2014年發(fā)布修訂版《細則》。《細則》以科學合理、經(jīng)濟安全、利用高效為基本制訂原則，重點對公路隧道照明設計和運營的技術要求進行統(tǒng)一和規(guī)范，主要內(nèi)容包括照明設置條件與方法、短隧道照明設計參數(shù)、分期實施、運營調(diào)光模式、節(jié)能標準等。本英文版的編譯發(fā)布便是希望將中國的工程經(jīng)驗和技術成果與各國同行進行交流分享，為其他國家山嶺公路隧道照明設計與運營提供參考借鑒?！豆匪淼勒彰髟O計細則》英文版的編譯工作由中華人民共和國交通運輸部委托招商局重慶交通科研設計院有限公司主持完成，并由中華人民共和國交通運輸部公路局組織審定。本規(guī)范在編譯過程中得到歐美多名專家的支持，特別感謝巴基斯坦專家AsimAmin、澳大利亞專家ArnoldDix、中國專家黃夢琪，以及巴基斯坦專家AbuBakar、SaifAliTahir等在編譯與審定期間給予的協(xié)助與支持。本英文版標準的內(nèi)容與現(xiàn)行中文版一致，如出現(xiàn)異議時，以中文版為準。感謝中文版主要編寫者蔣樹屏、陳建忠先生在本英文版編譯與審定期間給予的指導與支持。如在執(zhí)行過程中發(fā)現(xiàn)問題或有任何修改建議，請函告英文版主編單位(地址：重慶市南岸區(qū)學府大道33號隧道與地下工程研究院，郵政編碼：400067,電子郵箱：chengliang@),以便修訂時研用。英文版主編單位：招商局重慶交通科研設計院有限公司英文版主編：胡學兵英文版主審：AsimAmin(巴基斯坦)、BediAnmol(澳大利亞)英文版參審：張慧或(中國),黃夢琪(中國),AbuBakar(巴基斯坦),SaifAliTahir(巴基斯坦)ThePeople'sRepublicofChinaNo.50PublicNoticeonIssuingtheEnglishandFrenchVersionsofSevenHighwayEngineeringIndustrialStandardsforDesignofHighwayTunnelsSection1CivilEngineeringTheEnglishandFrenchversionsofSpecificationsforDesignofCivilEngineering[JTG3370.1—2018(EN),SubstitutingJTGD70—2004(E);andJTG3370.1—2018(FR)],theFrenchversionofSpecificationsforTunnelsSection2TrafficEngineeringandAffliatedFacilities[JTGD70/2—2014(FR)],theEnglishversionofGuidelinesforDesignofLightingofHighwayTunnels[JTG/TD70/2-01—2014(EN)],theEnglishversionofGuidelinesforDesignofVentilationofHighwayTunnels[JTG/TD70/2-02—2014(EN)],theEnglishversionofSpDesignofHighwayTunnels[JTG2232—2019(EN)],andtheEnglishversionofTechnicalSpecificationsofMaintenanceforHighwayTunnel]JTGH12—2015(EN)]areissuedherebyforpromotinginternationallcooperationThegeneraladministrationandfinalinterpretationoftheforeignlanguageversionsoftheabomentionedstandardsbelongtoMinistryofTransport,whileparticularinterpretaapplicationandroutineadministrationshallbeprovidedbCommunicationsTechnologyResearchIneventofanyambiguityordiscrepanciesbetweentheforeignlanguageverComments,suggestionsandinquiriesMerchantsChongqingComLtd.(Address:InstituteofTunnelandUndergroundEngineering,No.33XuefuAvenue,Nan').District,Chongqing,P.R.ChinGeneralOfficeofMinistryofTransportStandardsreflecttheachievementofcivilizationandprogress,providecommonlanguagesfortechnicalcommunicationsandimproveglobalconnyears,ChinesegovernmenthasbeenproactivelyimplementingthestandardizationtoinChinaandworldwide.InlightofmutualEconomicBeltandthe21st-OneRoad"initiative),theMinistryofTransportofthePeople'sRepublicofChinaorganizedtranslationandpublishedintemationalversionindustrystandardsandspecificationstointernationalcooperationinworldtransportation,achievedevelopmentandprornoteknowledgedispersionrandexperiencesharing.JTGisthedesignationreferringtothetransportationindustry,issuedbytheMinistryofTransportofthePeople’sRepublicofChina.Itcoversthestandardsandspecificationsintermsoffaciltechnologs,administrationandserviceforthewholeprocessfromhTheGuidelinesforDesignofLightingofHighwayTunnels(hereinafterreferredtoastheGuidelines)areimportanttechnicalstandardsforthelightingdesignofhtunnels.Itismainlyusedbytunneloperationinstitutes,constructionenterprisesandenginandoperationofnew,modifiedandelevels.In2000,theGuidelinesforDesignofLightingofHighwayTunnels(JTJ026.1—1999)werefirstissuedforimplementationbytheMinistryofTransport.AsthefirstprofessionalspecificationsforthelightingdesignofhighwaytunnelshaveplayedanimportantroleioperationsafetyofhighwaytunnelsinChina,andpromotingtechnologicalprogressofhighwaytunnellighting.OnthebasisoffullysummartherelevantscientificresearchachievementsandrichChina,theGuidelineswereimprovedadvancedhighwaytunnellightingtechniques.In2014,therevisedversionoftheGuidelineswasreleased.Basedonthebasicprinciplesofscientificrationality,standardizingthetechnicalrequirementsforlightingdesignandoperatiotunnels,andinvolvelightingsettingconditidesignparameters,implementationbystages,operatingenergy-savingstandards.ThepurposeofcompilinganachievementswithcounterpartsinlightingdesignandoperationofmoBasicHighwaymaintenanceMainte-Maintenan-Construc-Vehicle-roadinter-TheMinistryofTransportofthePeople'sRepublicofChinaentrustedChinaMerchantsChongqingCommunicationsTechnologyResearch&DesignInsCo.,Ltd.topresideoverthecompilationoftheEnglishversionofGuidelinesfDesignofLightingofHighwayTunnels,andtheHighwayBureauoftheMinistryofkTransportofthePeople'sRepublicofChinaorganizedtheSpecificationsweresupportedbycompilation.SpecialthanksarealsogiventoAustralianexpertArnoldDix,ChineseexpertHuangMengqi,PakistaniexpertsAbuBakarandSaifAliTahirapprovaloftheseSpecificaTheEnglishversionofthisstandardisconsistentwiththecurrentCIntheeventofanyambiguGratitudeisgivenheretoMr.JiangShupinginchargeoftheChineseversion,forandapprovaloftheEnglishversion.Comments,suggestionsandinquiriesarewelcomeandsheditingorganizationUndergroundEngineeringResearchInstitanDistrict,Chongqing,InstituteC6.,Ltd.,No.3code;400067,e-mail:chengliang@).EditingorganizationinchargeforEnglishveChinaMerchantsChongqingCommunicationsChiefeditorforEnglishversion:HuXuebingRevieweditorforEngAsimAmin(Pakistan)andBediAnmol(Australia)AssociaterevieweditorsforEnglishversioZhangHuiyu(China)HuangAbuBakar(Pakistan)SaifAliTahir(PAccordingtotheNoticeon2007CompilationandReuisionPlanofHighwayEngineeringStandard(JGLF[2007]No.378)issuedbytheMinistryofTransport,ChinaMerchantsChongqingCommunicationsTechDesignInstituteCo.,Ltd.isresponsibleforthecompofLightingandVentilationofHighwayTunnels,AsthefirstprofessionalstandardforSpecificationsfortheDesignofVentilanonandLightingofHighwayTunnels(JTJ026.1—1999)hasplayedanimportantroleinthesafetysafeguardandlightingtechnologypromotionofissuanceonJune1,2000.Formorethantenyenlargedandthetypesofhighwaytunintheconstruction,operationandmanagementconservationlightingtechnologies.Onthebasisofengineeringpracticescientificachievementsinftheories,newtechnologies,newmaterialsandnewfromforeignexperienceandadvancedtechnologiesintunnel.Withconsiderationtotheenergy-conservationteofhighwaytunnelandthestatusoftunnellightingconstructioninChina,tunnellightingrequirementsintheSpecificationforDesignofTrafficEngineeringofHighwayTunnels(JTG/TD71—2004)andSpecificationsforDesignofVentilationandLightingofHighwayTunnels(JTJ026.1—1999)areamendedandexpandedandtheGuidelinesforDesignofLightingofHighwayTunnels(JTG/TD70/2-01—2014)isherebyissuedafterapprovalforimplTheGuidelinesconsistsofelevenProvisions,2GlossaryandSymbols,3General,4LightingLightingofTransitionZone,6LightingofInteriorZone,7LightingofExitZone,8EmergencyLightingandApproachfMeasures,10LightingCalculation,11DesignPrinciplesofDimming,AppendixAPre-digestionLuminanceFactorofRoadSurfaceandAppendixComparedwiththeSpecificationsforDesignofVentilationandLightingofHighwayTunnels(JTJ026.1—1999),thelightingindicators,dimmingconservationstandarrequirementsoftunnel,lightingsettingatthresholdzoneandluminancezoneadjustedandtheadaptationluminaindicatorsrevisedherein.Meanwhile,requirementsofshorttunnellightingandindicatorsofenergy-conservationlightsourcesarenewlyAllunitsrelatedshallinformtheroutinemanagementteamoftheproblemsandsuggestionsfoundinimplementationforrcontactpersonTuYunat33XuefuAvenue,Nan'anDistrict,4MunicipalityviaTel.NoFaxNondE-mailNo.ChinaMerchantsChongqingCommunicationsTechAssociateeditingorganizatioZhejiangProvincialInstituteofCommunicationsPlanning,Design&Chiefeditor:JiangShupingi'8 4 4 5 7 44 46AppendixAPre-digestionLuminanceFactorof AppendixBExamplesofLightingCalculation 55unifythelightingdesignstandardsofhighwayconformtotheprinciplesofscientific,reasonable,economic,safeandefficientutilizaBackground:Toensureavisibleenvironment,lightingshallbeequippedwithintunnels.Thelucompatiblewiththereal-timetrafficflowandadaptationofluminance.Thus,illuminationdimmingissignificantintunneloperation,TheGuidelinesprovidesatechnicalbasisforthelightingdesignandoperationofhighwaytunnelssoastorealizesafeoperationandenergy-coexpressway,Class-K,Class-2,Class-3andClass-4hiBackground:TheGuidelinesispreparedforthemountaintunnelsofhighwaysatdifferentgrades.Othertunnels,suchassubmergedtunnel,urbantunnelandmountaintunnelhavenofundamentaldifferenceinlightingsectioning,lightingcalculationandotheraspects,buttheirmaindifferen.3ThelightingdesignofhighwaytunnelshallbeincorporfBackground:feryandenergyconsumpflightingfacilitiesisrelatedtothetunnellength,horizontalcurvTheadaptationluminanceisrelatedtotheheightofsideandfrontslopesandvegetationatthe/tunnelportalaswelltunnelframetypeanddecoration.Luminairessettingoutsidethetunnelarerelatedtothestructuresofroadsegment.Therefore,lightingdesignshallbeincludedintheoveralldesignoftunnel.1.0.4Thedesignhourlyvolume(DHV)inthelightingdesignofhidesignpeakhourlyvolume(PHV)ofhybridvehicles.Background:Infeasibilitystudyreportofengineering,passengercarunit(pcu)isusedfortrafficvolumeforecast.Duringlightingdesign,PCUtrafficvolumeshallbeconvertedintoPHVofhybrid1.0.5Lightingdesignofhighwaytunnelshallbesubjecttotheplanningandintegrateddesign;andlightithetrafficvolumeforecastchBackground:safety,reduceinitialinvestmentanddecreasesystemoftunnelmaybeimplementedinstagesaccordingtothetraffievolumeforecastchanges.Accordingtosurveys,lightingfaclliiesarenormallyimplementedintvostages:lightingdesignofexpresswayandClass-1arterialhighwaysphasesinbytenyears;thatofClass-1,Class-2andClass-3collector-distributorhiglwaysphasesinbysevenyears;thatofClass-4highwaysisconfirmedaccordingfoindividualcases.Sincetrafficvolumedevelopsdifferently,toreasonablysetupthelightingsystem,itmaybebuiltinsiagesaccordingtothetrafficvolumeforecastchanges.Takingathree-stagedlightingsystemforanexample,forexpresswayandClass-1arterialhighway,DhVofthefirststageis350veh/(h·ln),thatofthesecondandthirdstagesisconfirmedaccordingtothetrafficvolumeforecastintenyearsandtwentyyearsrespectively;forClass-1,Class-2andClass-3collector-distributorhighways,DHVofthefirststageis180veh/(h·ln),thatofthesecondandthirdstagesisconfirmedaccordingtothetrafficvolumeforecastinsevenyearsandfifteenyearsrespectively.Duringthestagedprogramoflightingdesign,lightsources,lightinglayout,powerchangeandotherfactorsaregenerallyconsidered.Anoptimalprogrammeetingthelightingrequirementsofeachstageisselectedaccordingtothecomprehensiveeconomicanalysisandco1.0.6LightingdesignofhighwaytunnelssabnormaltrafficconditiBackgroundAbnormaltrafficconditionsincludetrafficaccidevacuationandrescueaswellasmaintenance,overhauling,constructionandothersituationsrequiringspeciallighting.BackgroundReliableandadvanceddimmingisimportantforsafeoperationandenergyconservationofatunnel.Bydimming,theluminancelevelcanbemorecompatiblewithreal-timerafricHowandadapluminancesoastoensuretheoperationsafetyandenergyconserva1.0.8Newtheories,newreliablyadoptedforthelightingdesignofhighwaytunnelBackground:Sincetheturnofthe21century,agreatnumberofstudiesonlightingofhighwaytunnelhavebeencarriedoutathomeandabroad.Withtheproposaloftheoriesormethodssuchas“permeationratio”,“mesopicvision”and“smartdimming”andthedevelopmemtandapplicationofnewlightsourcessuchasLEDandsingle-cappedelectrodelessfluorescenttube,thelightingtechnologiesofhighwaytunnelhavemadegreatprogress,Theapplicationofnewtheories,newtechnologies,newmaterialsandnewequipmentimproveslightingquality,savesenergy,andmakestumorescientificandreaso1.0.9InadditiontotheseGuidelinetherelevantprovisionsofcurrentnationalandindustrialS4IlluminanceofapointreferstotheratiooftheluminousfluxofsurfaceelementtothearLuminancereferstotheluminousintensityoftheprojectedunitaAccesszonereferstothesegmentofonestoThresholdzonereferstothefirTransitionzonereferstothelightingsectionbInteriorzonereferstdrivingdirection,wheretherequiredluminancefoExitzonereferstothelightingsect52.1.8AdaptationlAdaptationluminancereferstotheaverageluminancethroughstoppingdistancetoEmergencylightingreferstothelightingenabledintlightingduringpedestrianevacuationtoens2.1.10AverageAverageroadsurfaceilluminancereferstothemeasuredorcalculatediluminancepre-setontheroadsurfaceluminancereferstothemeasuredf2.1.12OveralluniformityoftheluminanceofroadsurfaceOveralluniformityoftheluminanceofroadsurfacereferstotheratiooftheminimumltheaveragelum2.1.13LongitudinaluniformityoftheluminanceofroadsurfaceLongitudinaluniformityoftheluminanceofroadsurfacereferstotheratiooftheminimumluminancetothemaximumluminanceonroadsurfacecenMaintenancefactorreferstotheratiooftheaverageservicetime,whichisaffectedbyLampLumenDepreciation(LLD),dirtandothers,totheUtilizationfactorreferstotheratiooftotall6Ie—luminousintensityofluminairesatcalk—LLDfactorofluminanceatthresholdzone;Ln—luminanceatinteriorzoLmin—theminimumroadsurfaceluminance;Lmin—theminimumluminanceofroadsurfacecenterline;Lmax—themaximumluminanceofroadsurfacecenterline;L?—luminanceattransitionzoN—designhourlyvolume(DHV);73.0.1Designoflightingofhighwaytunnelsshaluminance,overalluniformityoftheluminanceofroadsurface,longitudinaluniformityoftheluminanceofroadsurface,flickerandguidance.Background:Driversvisuallyperceivetheluminanceofroadsurfaceduringdriyinscientificandreasonabletotakeluminancenow,theInternationalCommissiononlllumination(CIE)andindicatorasthebasisforcompiFlickerfrequencyoflightingsystemisrelateandotherfactors.ReasonableflickerfrequencycanavoidvisualGuidancereferstotheguidanceoflightingfacilities,providingvisualgudirection,alignment,andgra3.0.2Lightingfacilitiesoequalto200mandthatofClass-1highwayshallbeequippedwitfacilities;Class-2highwaytunnelswithalengthmoreshallbeinstalledwithlightingfacilitiesaccordi4Thetunnelswithpedestr5ThetunnelswithoutlightingfacilitiessBackground:TunnelmanagementauthoritiesanddesignauthoritiesofrequirementsonthelengthofelectriclightingwithconsiderationInconsiderationoftherelativelysmalltrafficvolumeandlowervehicleClass-2,Class-3andClass-4highwaytunnels,requifementsonthelengthofmadeonthebasisofoperatThelightingfacilitiesofClass-3andClass4highwaythighwayfunction,importance,localeconoTable3-1TunnellengthrequirementsforlightingfacilNote:lengthsinthetableareforstraighttGuidingdevicesfavorthemarkingoftunnelalignmentandprofisafety.Self-luminousguidingdevice3.0.3LightingdesignofhighwaytunnelsshallbecomprehensivebasedontheadequatedataoncivilworksS1Thetunnelportalorie2Adaptationluminanceshallbeprluminance-reductionprogrammaybeformulatedifnecessary.3Luminanceindicatorsofthresholdzone,transitionzone,interioreachstageshallbeconfirmedaccEnergy-conservationlightsourinstallationmethodsandlocationsofluminairesshallbedecidedaccordingtothetypeof5Luminairespacing,theuniformityoftheluminanceofroadsurfaceandotcalculatedaccordingtotheroadsurface6Adaptationluminanceshouldbemeasuredandveriworksoftunnelportal.Background:designofhighwaytunnelsarerelatedtotunneiportalorientation,exteriorenvironment,roadsurfacematerials,traffieyofumeandothers.Therefore,comprehensiveconsiderations,Exteriorenvironmentincludestopographyoftunnellocation,vegetation,verticalAdaptationluminanceisoneofkeyconsiderationsfortunnellighting.Itisgrorientation,skypercentagethrougha20°conicalfieldofview,vegetationandshallbeprimarilyconsideredatthebeginningofthrougha20°conicalfieldofvieworhasbrightportalbeincreased,andthusaggravatingthe"blackholeeffect"andincreasingtheenBythistime,luminance-reductionmeasuresmaybeadoptedtodecreas3.0.4TheDHVofdailytraffic(AADT)proposedinthefeasibilitystudyreport1TheDHVfactorfeasibilitystudyreportdoesnotexplicitlyputforwamountainousandhillyterrandneartown9%.2ThedirectionaldistributionfactorofprovidedinthefeasibilitystudyreporexplicitlyputforwardBackground:Afterextensivesurveys,theDHVfactorproposedbyfeasibilitystudyreportsofexpresswayprvariesfrom9%to12%.Inordertoavoidsign,thetrafficvolumeofpassengercarunit(PCU)isconvertedintothePHVfhybridvehiclesinaccordancewith“RepresentativeVehicleTypesandVehicleConversionFactor”intheTechnicalStandardofHighwayEngineering(JTGB01-2003)andspecifictrafficcompositionofprojectsaspertheStep1:converttheAADT(pcStep2:respectivelycalculatethePHVofPCUcorrespondingtoeachtrafficcompositionpercentageproposedinStep3:convertthetraffievolumeofPCUofeachvehicletypeintothePHV(veh/h)ofvehiclesinaccordancewith“RepresentativeVehicleTytheTechnicalSiandardofHighwayEngineering(JTGB01-2003).3.0.5Unidirectionaltraffictunnellightingconsistsofthelightingatthresholdzone,interiorzoneandexitzoneandapproaczone.Lightingsectionsare3.0.6Bidirectionaltraffictunnellightingisdividedintothelightingzone,interiorzoneandapproachandtheluminance-reductionf/CzonezoneZonezonezone VFigure3.0.5LightingsectionsofunidP-tunnelportal;S-startofaccesszone;A-adaptionpoint;d-adaptiondistance;1,(S)-adaptationthresholdzone;L,LandL-luminanceattransitionzone;Lo-luminanceatinteriorD,Da-respectivelengthofaccesszoneI(TH?)andaccesszoneI(TH?);D,DandDg-respectivelengthoftr(TR?),transitionzoneIⅡ(TR?)andtransitionzoneIII(TR?);D-lengthofinteriorzone;DaandD.-respecti?drivingdirection$DmDDDaccessthresholdtransitionDntransitionthresholdaccessFigure3.0.6Lightingsectionsofbi-directioBackground:3.0.5～3.0.6Sectionallightingailuminancetolow/highluminance.Theadaptiontimenormallylongerthanthatfromlowluminanceto3.0.7Lightingatthresholdzone,transitionzoneandexitzoneconsistsofBackground