《公路隧道照明设计细则》英文版.docx

JTGRecommendedIndustryStandardsofthePeop1.e'sRepub1.icofChina中华人民共和国行业推荐性标准JTG/TD70/2-012014(EN)Guide1.inesforDesignof1.ightingofHighwayTunne1.s公路隧道照明设计细则(英文版)Issuedate:J1.Iiy1.4,2014EffcctivedatcjAugust1,2014IssuedbyMinistryOfTraiisportofthePeop1.e'sRepub1.icofChinaRecommendedIndustryStandardsofthePeop1.e'sRepub1.icofChina中华人民共和国行业推荐性标准Guide1.inesforDesignof1.ightingofHighwayTunne1.s公路隧道照明设计细则(英文版)JTG/TD70/2-012014(EN)EditingorganizationinChargerChinaMerchantsChongqingCommunicationsTechno1.ogyResearch&DesignInstituteCo.,1.td.Issuingau1.hori(y:MinisiryOfTranspoi1.ofthePeop1.esRepub1.icofChinaEec(ivedate:/Xugusi1.2014中华人民共和国交通运输部第50号交通运输部关于发布公路隧道设计规范第一册土建工程英、法文版等7项公路工程行业标准外文版的公告为促进公路工程行业标准的国际合作与共享，现发布公路隧道设计规范第一册土建工程英文版JTG3370.12018(EN川代替标准号JTGD7O2004(E)及法文版JTG3370.12018(FR)、公路隧道设计规范第二册交通工程与附属设施法文版JTGTD70/22014(FR).公路隧道照明设计细则英文版IJTGrrD70/2-0I2014(EN)h公路隧道通风设计细则英文版IJTGzTD70/2-022OI4(EN),公路隧道抗震设计规范英文版JTG22322019(EN)、公路隧道养护技术规范英文版JTGH122015(EN)。上述标准外文版的管理权和解释权打中华人民共和国交通运输部，日常管理和解释工作均由编译单位招商局有庆交通科研设计院Itr限公司负责。标准外文版与中文版如在技术内容上出现异议时，以中文版为准。如在使用过程中发现问题或有修改建议，请函告招商局玳庆交通科研设计院有限公司(地址：重庆市南岸区学府大道33号隧道与地下工程研究院，邮编：400067,电子邮件：Cheng1.iangCmhkXOm)。特此公告。中民共和国交通礴部2023年9月20日交通运输部办公厅2023年9月21日印发英文版编译出版说明标准是人类文明进步的成果，是世界通用的技术语言，促进世界的互联互通.近年来，中国政府大力开展标准化工作.通过标准驱动创新、协调、绿色、开放、共享的共同发展。在丝绸之路经济带与21世纪海上丝绸之路，即“一带一路”倡议的指引下，为适应日益增长的全球交通运输发展的需求，增进世界连接,促进知识传播与经股分享，中华人民共和国交通运输部组织编译并发布了一系列中国公路行业标准外文版。中华人民共和国交通运输部发布的公路I：程行业标准代号为JTG.体系范围涵盖公路工程从规划建设到养护和运营管理全过程所需要的设施、技术、管理与服务标准，也包括相关的安全、环保和经济方面的评价等标准。公路隧道照明设计细则（简称细则）是公路磁道照明设计有关的术要技术标准，主要用于各等级的新建和改扩建山岭公路陛道照明设计和运营，可供隧道运营管理企业、设计院、施工企业、工程监理等使用。2（K）O年由交通部首次发布实施公路隧道通风照明设计规范3（JTJ026.1-1999）.作为公路隧道照明设计首部专业规范，对规范设计行为、保障我国公路隧道运营安全和推进公路隧道照明科技进步均起到了里要作用.细则3在充分总结中国相关科研成果和大量工程经验的基础上，吸收借鉴国际先进的公路隆道照明技术，进行改进与修订，2014年发布修订版£细则.细则以科学合理、经济安全、利用高效为基本制订原则.重点对公路隧道照明设计和运营的技术要求进行统一和规范，主要内容包括照明设置条件与方法、短隧道照明设计参数、分期实施、运营调光模式、节能标准等。本英文版的编译发布便是希望将中国的工程经验和技术成果与各国同行进行交流分享，为其他国家山岭公路留道照明设计与运营提供参考借鉴.公路隧道照明设计细则英文版的编译工作由中华人民共和国交通运输部委托招商局重庆交通科研设计院有限公司主持完成，并由中华人民共和国交通运输部公路局组织审定.本规范在编译过程中得到欧美多名专家的支持，特别感谢巴基斯坦专家AsimAmin、澳大利亚专家AmokiDix、中国专家黄梦琪，以及巴基斯坦专家AbUBakar.SaifAiTahir等在编译与审定期间给予的协助与支持.本英文版标准的内容与现行中文版一致，如出现异议时,以中文版为准.感谢中文版主要编写者蒋树屏、陈建忠先生在本英文版编译与审定期间给予的指牛与支持.如在执行过程中发现问即或有任何修改建议.请函告英文版主编单位（地址：亚庆市南岸区学府大道33号隧道与地卜,工程研究院，邮政编码：400067,电子邮箱:cheng1.iang）,以便修订时研用。英文版主编单位I招商局重庆交通科研设计院有限公司英文版主Mh胡学兵":浩、陈建忠、刘帅、杨孟、邓欣、张埼英文版主事：AsimAmin（巴基斯tW、BcdiAnmO1.（澳大利亚）英文版审：张越或（中国），黄梦琪（中国）,AhUBakar（巴基斯坦）,SaifA1.iTahir（巴基斯坦）ThePeop1.e'sRepub1.icofChinaMinistryofTransportPub1.icNoticeNo.50Pub1.icNoticeonIssuing(heEng1.ishandFrenchVersionsofSevenHighwayEngineeringIndustria1.Standardsinc1.udingSpecificationsforDesignofHighwayTunne1.sSectionICivi1.EngineeringTheEng1.ishandFrenchversionsofSpecificationsforDesignofHighwayTunne1.sSection1Civi1.EngineeringIJTG3370.12018化附.立展1讪由甲JIVD7O-2OO4(E):andJTG3370.12OI8(FR),thcFrenchversionofSpecificationsforDesignofHighwayTunne1.sSection2TrafficEngineeringandAf1.iatedFaci1.ities(JTG1)70/22OI4(R)/.theEng1.ishversionofGuide1.inesfbrDesignof1.ightingofHighwayTunne1.sJTG.TD1.Qf1.-O1.2014(EN).heEng1.ishversionofGuide1.inesforDesignofVenii1.ationofHighwayTunne1.s(JTG,TD702-02-2014(EN),(heEng1.ishversionofSpecificationsforSeismicDesignofHighwayTunne1.sJTG2232201.9(EN).(mdtheEng1.ishversionofTechnica1.SpecificationsofiaintenceJorHighwayTunne1.JJTGH1220I5(EN)areissuedherebyforpromotinginternationa1.COOpCra1.iOnandsharingofstandardsinhighwayengineeringindustry.Thegenera1.administrationandfina1.interpretationofIheforcign1.anguageversionsof1.hcabovementionedstandardsbe1.ongtoMinistryofTransport.whi1.eparticu1.arinterpretationforapp1.icationand11)utineadministrations1.a1.1.beprovidedbyChiiuiMerchantsC1.iongqingCommunicationsTechno1.ogyResearch&DesignInstituteCo.、1.td.Ineventofanyambiguityordiscrepanciesbc1.wcenIhcIbreign1.anguageversionsandChineseversion.heChineseversionshou1.dbereferredandaccepted.COmmenIS,suggcS1.ienSeandshou1.dbeaddressedtoChinaMerchantsChongqingCoinmunica1.ionsTechno1.ogyResearch&DesignInstituteCo.,1.1.d.(AddrcssiInsti1.u1.eofTunne1.andUndergroundEngineering,No.33XuefuAvenue,Code:4(XX)67:E-mai1.:cheng1.iangNan,anDiJUric1.ChongqingPRChina:POSIa1.).Iiisherebyannounced.MinistryofTransportofthePeop1.e'sRepub1.icofChinaSCPtCmbCr20.2023PrintedonSeptember21,2023Genera1.OfficeOfMinistryofTransportIntroductiontoEng1.ishVersionStandardsrccc(heachievementofcivi1.izationandProgcss,PrOVidecommon1.anguagesforIechniva1.co11munica1.ionsandimproveg1.oba1.Connec1.ivityJnrecentyears.Chinc*cgovernmenthasbeenproactive1.yimp1.ementingIhCStandan1.izacioncos(imu1.aeinnovaiocoordinaion.greeningandopeningupforShareddeve1.opmentinChinaandwor1.dwide.!n1.ightofmutua1.deve1.opmenta1.ongtheSi1.kROadEconomicBe1.1.andIhe2Isi-CeniuryMaritimeSi1.kRoad(soca1.1.ed(be"OneBe1.tOneROad“initiative)JhCMinistryoftransportofthePeop1.e'sRepub1.icofChinaorganizedtrans1.ationandpub1.ishedinternationa1.versionofChinesehighwayindustrystandardsandSPCCifkat沁nstocopewithIheincreasingdemandsforinternationa1.cooperationinwor1.dtransportation,achieveinterconnecteddcve1.opnn1.andpn>mHeknow1.edgedispersionandexperiencesharing.JTGisthedesignationreferringtothestandardsandSpocitkationsofhighwaytransportationindustry,issucdbytheMinistryofTransportofthePeop1.e'sRepub1.icofChina.1.tcoversthestandardsandspecificationsintermsoffaci1.ities,tcchno1.ogy.admnistrationandservicefbrthcwho1.eprocessfromhighwayp1.anningthroughtohighwaymaintcnancc/Ivironmcntandeconomyassessmentarea1.soinc1.uded.Thetiiude1.inesfi)rDesignoj1.iRh出好qUifhwayTunne1.s(IierebuifterreferredioastheGuidc1.incs)arcimportanttechnica1.standardsforthe1.ightingdesignofhighway(unne1.s.1.tismain1.yusedbytunne1.operationmanageme11enterpfises.designins1.i1.u(es.cns1.ruc(ionenterprisesandengineeringsupervisorsfor1.ightingdesignandoperationofncw,n¼iificdandexpandedmountainhighwaytunne1.s,atdifferentIevcIsJn2000.1.hcGuide1.inesforDesignof1.ightingofHighwayTunneIsfJTJ026.11999)werefirstissuedforimp1.ementationbytheMinistrj,ofTransport.AsIhefirstprofessiona1.specificationsforIhe1.ightingdesignofhighway(unne1.s.tbeyhavep1.ayedanimportantru1.einstandardizingthedesignbehaviors.ensuringtheoperationsafe1.yofhighwaytunne1.sinChina,andPrOmO1.ingthescientificandtheWisffu1.1.yMimnwixinj*teno1.o*ka1.prorwsofhighwayKUnnC1.1.h”.0nhcre1.evant父KtninCresearchach>cvcmcncnndrichengineeringccc>cofwithreferenceKIme11w<iua1.ChiiuutbeGuide1.ines*ctvi11pr>edandrevisedadvancedhighwaytunne1.1.ightingtechniques.1.n2014.(hcrevisedversionoftheGuide1.ineswasre1.eased.Basedonthebasicprincip1.esofscientificrationa1.ity,ecnnk-safe1.yandhighU1.iIiza1.Mme11kitfncy.(1.wGuide1.ineFocutxunitingand%tanda11tizinsthetechnica1.requirementsfwh<in11devicnundopcmtkmofhighway(nne1.s1.nn<iinvo1.ve1.ightingsettingconditionsu1.mchods.h11unnd1.hti11c“纯nafancBjmkmcniMioMagcsopa<i"dimmingI1.KXJCMIndenergy-savingstandards.ThcPUrPOsCofcompi1.ingandpub1.ishingthisEng1.ishVCNkm值tocxctunfcandshnrcChina'sengineeringexperiencenndIcvhnicn1.achiccwcmswithcuncrpu11sinOIbCrcoumncs.andoPfwidCrcbraacforIigh1.itigdetigandope111.inofnuvun1.ainhighwayIunneban<x1.ercountries.GUiddi1.KSGenera1.ecitka1.kmsnagcmCmnf<xnnHighwayCkVeJoPmemRWCondrtionsHighway产鬲届ConaIcIkmsystemTheMinistryofTranvpcctfthePtopk's.RCPUbIiCofChinacntnstedChinaMervIunWChungqingCoinftMjnka1.kxMTevtmo1.oyRe蛭：IfChADesignhM1.u1.eCo.U(1.1.Pn:7加over(heoimpt1.a1.ionofIheEndhhveni>onOtUuiddiiies(ofW11ofUf1.uinfof/½<n,Twinch,<mftheHi油WayBureauoftheMmisfriMFigure4-2StoppingdistanceandtheminimumrequiredcontrastTheGuidcfor1.ightinRofHighwayTimne1.xandUnderpassesiCIE88-20041isreferredtofortheObS1.aCIesizerequiren>e11ofIUnndIig1.ningjhatis(oadoptasma1.1.squareIarge1.withadimensionof0.2m×0.2m×0.2mandaref1.ectioncocf11cicnof0.2.Wbenadriverdrives(otheadaptionpoint()otsideIbeIUnI1.e1.eX1.eriorsurroundingswithina20°COniCidfie1.dofviewisbasica1.1.yinvisib1.eandthedriverbegins1.adaptto(hedarkenvironn>en1.intunnc1./1.hcdis1.ancc(d>bctwccnadaptationpoint（八）andporta1.(P)isca1.1.edadaptationdistance,J=4.3.2Underadesignspeedof20-4()kmh,(hctota1.1.engthofthresho1.dZonCmaybeonetimeofstoppingdistance.BaCkgrOund:Iere1.atedCIEandCENstandardsandtechnica1.reportsarereferredtointheCompiIatitHiofstoppingdistancesunderadesignspeedof20-4()km'h.Whenfb11nu1.a(4.3.i)isadoptedforCa1.cu1.ationjhe1.engthofthresho1.dzoneisncgativc.Thcrcf<)rc,thisC1.auseisherebycompi1.ed.5.0.2FOrthetunne1.witha1.engthShortCrthanorequa1.to30OnUhCenhanced1.ightingofIransitionzoneInaynotberequin?d;for(hetunne1.witha1.engthmorethan300mbutshorter(hanorequa1.to5(X)m.ifthetunne1.exitisfu1.1.yvisib1.eatTRIJhCnenhanced1.ightingofTRZandTR3mayno1.berequired:When1.uminanceofTR3(1.)issma1.1.erthanorequa1.(otwotimesofthe1.uminanceofinteriorZonc(1.n)Jhcenhanced1.ightingofTR3maynotberequired.BaCkgro1.Hid:R>rthetunne1.witha1.engthmorethan300mbutshorterthanorequa1.to500m.thesettingoftransitionzonemain1.ydependsontheinter-visibi1.ityoftunne1.Forthenonoptica1.1.y1.ongtunne1.,whentrafficvo1.umeissma1.).thetunne1.exitvisibi1.ityishigher;Starkcontrastbetweenthe1.ow1.uminanceintunne1.andhigh1.uminanceatexitmakesvehic1.esandotherobjectsevident.onetransitionZOnC(TR1.)isgenera1.1.ysetup;WhCntrafficvo1.umeisIargcjhc1.1.uminancccontrastisnotCnoUgh.1.WOmoretransitionzoneTR2andTR3)aregenera1.1.ysetup.Fortheoptica1.1.y1.ongtunnc1.,whcntrafficvo1.umeissma1.1.andtunne1.exitisfu1.1.yvisib1.eatTR1.onetransitionzone<TRt)isgenera1.1.ysetup;Whentrafficvo1.umeis1.arge.the1.uminancecontrastbetweentunne1.andexitisnotenoughandthetunne1.exitisnotfu1.1.yvisib1.eatTR,twomoretransitionzoncs(TR2andTR3)arcgenera1.1.ysetup.5.0.3ThC1.engthoftransitionzonesha1.1.beca1.cu1.atedbyformu1.a(5.0.3-1formu1.a(5.0.3-3):IThe1.engthofTR,sha1.1.beCakuiatedbyfo<mu1.a(5,0,31.):位03T)Where:v.designspeed(km):kadriVingdiStaniCewithin2s.2 The1.ength/ofTR2sha1.1.beca1.cu1.atedbyfo11nu1.a(5.0.3-2):2vd'=i8(5.0.3-2)3 ThC1.engthofTR3sha1.1.beca1.cu1.atedbyformu1.a(5.O.3-3):3v4。=彘(5.0.3-3)Backgnnau1.:The1.engthofeachtransitionzoneisdividedin1.ineWi1.h(headaxaioncurverequiredinC1.Es(adards.Thc1.engthofTR1is1.bedrivingdistancewithin4s1.hatofTR2is(hedrivingdistancewithin4sand(hatofTR3isthedrivingdistancewithin6s.The1.engthofeachtransitionzonesha1.1.beca1.cu1.atedbyformu1.a(5.0.3-1)*-formu1.a(5.0.3-3).P1.easerefert>Tab1.e5-1.Tab1.e5-1Ca1.cu1.ationoftransitionzone1.engthD(m)Desiicnspeedv.(Wh)Dr%IhC1.earanceh<ihoftu!ine1.h()678120139137135133200100IC«106103i1.167Tab1.e5-1(Confd)DesignspncdvIWh)D%D>C1.eeranceheightofIunno1.hGiO67880717270891336046144267100-10262626146712OknVhP1.CaSCrefertothe1.uminanceofinteriorzonerecommendedinIhcGuidcfor1.ightingofHiWhWayTunne1.sandUnde××es(CiE882(KMkMdUg1.uingApp1.icationTunne1.1.ighting(CR14380:2(X)3).through,(he1.uminanceofinteriorzonesha1.1.6.1.2 ForIbCtunne1.wherepeop1.eandvehic1.espassnotbe1.ower(han2.0cd'm2.6.1.3 Foraunidirectiona1.IGiffiCtunne1.withatrave1.1.imeofOVer135satIhedesignSpeedJWo1.ightingsectionsshou1.dbesetupattheinteriorzoneandtheCQrreSponding1.engthand1.uminancesha1.1.notbe1.owerthanthat1.istedinTab1.e6.1.3.Tab1.e6.1.3I4n&thandIuminancvofeach1.ightingsectionininteriorzone1.>cneth(n)1.ufiinance(cdn,)Conditions1.ihtinscctic<IofinteriorzoneDrivini:IcnathatIbodesinspeed*ithin30s1.Ung80CI1.onUofinteriorzone1.engthofthe1.eftinteriorzone×Wir>dnot1.essthan1.oCdJh1.n×5(Fandnot1.essh1.0cd>'nIbe*yton1190Iuniiiaireeinto<totinMIfItUefK1.18奴andtheref1.ectioncoefficientoftunno1.Vk)iintIgSthn0.?Background:TheGiddefor1.ightingofHighwayTutuekuiUnderpassesfCIE戏i2(KM)isreferredtointhecompi1.ationofthisC1.ausc.Whcnthetrave1.tirncpassingthroughthetunne1.ismorethanI35s.tbcdriverhasenoughadaptiontimc.thus.thc1.uminanceofthesecond1.ightingsectionmaybeapropriacc1.yreduced.6.21.uminaires1.ayoutofinteriorzone6.2.1 Whenittakesmorethan20stopassIhroUgh(hetunne1.at(hedesigns)eed.(heI1.1.minaiNspacingsha1.1.reachaf1.ickerfrequency1.essthan25HZorhigherthan15Hz.Background:Thef1.ickerfrequencyisthcratioofdesignspeedto1.uminairespacingvS.Wrbcnthef1.ickerfrequencyisIIHzJtisuncomfortab1.eforhuman.ThereforejhisC1.auseisherebycompi1.ed.6.2.2 Theovera1.1.Imifbnni1.yofthe1.uminanceofroadsurfacesha1.1.notbe1.owerthan(hatinTab1.C6.2.2.Tab1.e6.2.2Ovcra1.1.uniformityof(he1.uminanceofroadSUrfaCCU0Xi即hour1.yVO1.UaNvch(hIn)IbUnidirectiona1.trafficBi-dircctio11a1.traffic至12000.4<350W1800.3Nii1.ennCaMrofa11e<hun1.ra1.Yivu1.uiite.Uieru1.1.s1.a1.1.becaku1.atcdby1.ineari1.etp>h1.in6.2.3 T1.w1.ongitudina1.uniformityofIhe1.uminanceofroadsurfacecenter1.ineShaHnotbe1.owerthanthatinTab1.e6.2.3.Tab1.e6.2.31.)nitudina1.nio11nityofthe1.uminanceofroadsurfaceCenterIineUiDcxi11hourIyvo1.mrN3,ch,(hIn)U1.(bidirectiona1.trafficBi-directiona1.trafficI2000.6350ao0.5Note:incawofaHtmffict>!urr,theru1.tehn1.1.beCakt1.wtrdbyIinwri11trrpUtiunBackground:6.2.4 -6.23Therequirementson1.uminanceunifomfortfordrivcrs.Sincethereexistsareasofdifferent1.uminancein(befie1.dofvicw.it1.akesacertainamountoftimeforIheeyestoadaptfromoneareatoanotherwithvariedIuminaDCC,andbevisua1.capacitywi1.1.beinace<1.duringIheadaptationprocess.IncaseoffrequentMiemaiiveadaptation.thct1.ickcreffectdueto1.uminancechangewi1.1.causevisua1.fatiguetodriver.6.2.5 Incaseofacurveinteriorzonc.thc1.ayoutofIuminaircssha1.1.meetthefo1.1.owingrequirements:1 ForthecurvezoneWitha111.iusofhorizonta1.curvenot1.essthan100Ornahe1.ayoutofIuminaircsmayrefer<othatatstraightzone.2 For(hecurvezonewithahorizonta1.CUrVeINdiU$1.essthan100Om.when1.uminairesavarrangedattwosidesoftheroad.1.hcsymmetrica1.1.ayoutshou1.dbeadopted:When1.uminairesarcarrangedattheouteredgeofthecurvezone.(heoff-cen1.ercd1.ayoutsha1.1.beadptcd41ndthe1.uminairespacingshou1.dbeO.5O7timesofthatatstraightzonc.Thcsma1.1.ertheradiusis.theshorterthespacingsha1.1.be.SccFigure6.2.4-1.a)1.ayoutOnUnIinaircSonthe1.eftofCCntCdinCb)1.GyOUtOf1.uminaircsontherightOfcentct1.ineFigure6.2.4-1Off-ccntcrcd1.ayoutsatcurvezone3AtthereversecurveZoncJuminaircsshou1.dbearrangedntthefixedsidc.1.neaseofsightobstac1.e.ad<1.itiona1.Iuminaircsshou1.dbeaangeda1.ongheoutersideofthecurvezone.SeeFigure6.2.4-2.gure6.2.4-21.ayoutof1.uminairesatreverseCUrVezoneIiackground:ComparedWith1.uminairesarrangeda1.ongtheinteriorsideofcurvezonc,theamngen:nta1.ongIheoutersidecanprovideagooddrivingguidance.T