DIN EN 61347-2-1-2001 灯具控制装置.第2-1部分:起动装置的特殊要求(不包括辉光起动器)
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【英文标准名称】:Lampcontrolgear-Part2-1:Particularrequirementsforstartingdevices(otherthanglowstarters)(IEC61347-2-1:2000);GermanversionEN61347-2-1:2001
【原文标准名称】:灯具控制装置.第2-1部分:起动装置的特殊要求(不包括辉光起动器)
【标准号】:DINEN61347-2-1-2001
【标准状态】:作废
【国别】:德国
【发布日期】:2001-12
【实施或试行日期】:2001-12-01
【发布单位】:德国标准化学会(DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:绝缘;介电强度;直流电流;交流电流;仪器;试验;灯;电气工程;测定;起辉器(灯);设备安全;电气安全;连接;定义;规范(验收);照明工程;设计;防电击;安全要求;电气设备;接地导线;电灯;接线端
【英文主题词】:
【摘要】:
【中国标准分类号】:K74
【国际标准分类号】:29_140_99
【页数】:24P;A4
【正文语种】:德语
【英文标准名称】:Compositestringinsulatorunitsforoverheadlineswithanominalvoltagegreaterthan1kV-Part1:Standardstrengthclassesandendfittings(IEC61466-1:1997);GermanversionEN61466-1:1997,CorrigendumtoDINEN61466-1(VDE0441-4):1997-10;(IEC-C
【原文标准名称】:额定电压超过1KV的架空线用复合绝缘子串元件.第1部分:标准强度等级和终端配件(IEC61466-1:1997).德文版本EN61466-1-1997.标准DINEN61466-1(VDE0441-4)-1997的勘误表.(IEC-Cor.1-2007toIEC61466-1-1997)
【标准号】:DINEN61466-1Berichtigung1-2010
【标准状态】:现行
【国别】:德国
【发布日期】:2010-02
【实施或试行日期】:
【发布单位】:德国标准化学会(DE-DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:结合;尺寸;电气工程;终端配件;高电压;检验;绝缘子;户外;架空线;塑料;性能;额定电压;强度等级;绝缘子串组合件;试验
【英文主题词】:Bond;Dimensions;Electricalengineering;Endfittings;Highvoltage;Inspection;Insulators;Outdoor;Overheadpowerlines;Plastics;Properties;Ratedvoltage;Strengthclass;Stringinsulatorunits;Testing
【摘要】:
【中国标准分类号】:K48
【国际标准分类号】:29_080_10
【页数】:2P;A4
【正文语种】:德语
【英文标准名称】:StandardGuideforConductingSubjectivePavementRideQualityRatings
【原文标准名称】:进行主观性路面行使质量额定的标准指南
【标准号】:ASTME1927-1998(2007)
【标准状态】:现行
【国别】:美国
【发布日期】:1998
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:E17.33
【标准类型】:(Guide)
【标准水平】:()
【中文主题词】:
【英文主题词】:needforrepair;pavementridequality;ridenumber;ridequalityratingpanel;rideability;subjectiveridequality;Pavementridequality;Pavementsurfaces;Ridequalityanalysis;Subjectiveridequality
【摘要】:Aprimaryresponsibilityofhighwayagenciesistheconstructionandmaintenanceofhighwaypavementsinacondition(includingridequality)perceivedtobesatisfactorybytheusercommunity.Theabilitytoquickly,easily,andeconomicallyacquireanobjectivestandardnumeric(rideabilityindex)thatwillestimatethecurrentlevelofsatisfactionforlengthsofpavementisdesirablefordeterminingwhenanacceptablelevelofridequalitydoesnotexistandcorrectivemeasuresarerequired.5.1.1Thisguidedescribesaproceduretoproducesubjectivelyderived,numericalridequalityratingsforeachsampleofabroadspectrumofhighwaypavementsectionsbasedonastandardnumericalscale(0to5,describedherein).Theseratingestimatesmaybeconsideredtobecloselycorrelatedtothecollectivequalitativejudgmentsofthetotalrelatedhighwayuserpopulation.5.1.2TheMPRdatasetthusobtainedcanbeusefulintestingvarioushypothesizeddeterministicfunctionsofcertainphysicalparametersofsectionsofpavement,suchasthemeasuredlongitudinalprofile,asestimatorsoftheridequalityratingtheuserpopulationmightassigntoanyparticularmemberofthetotalrelevantinventoryofhighwaypavementsections.5.1.3Objective,quantitative,easilymeasurablerideabilityindexdatashowntobehighlycorrelatedwithMPRsareavaluableresourceformonitoringtheperformanceofhighwaypavementconstruction,maintenance,andrepairoperations.1.1Thisguidecoversaprocedureforobtainingsubjectivenumericalrideratingsforagroupofrepresentativehighwaypavementsectionshavingabroadspectrumofphysicalcharacteristics.1.2Theintentofthisguideistodescribeaprocedureforgeneratingasetofcomparativelyscaledrideratings,subjectivelyderived,forasubgroupofpavementsectionshavingaridequalitydistributionapproximatingthegeneralpopulationofhighwaysofinterest.Thissetwillprovidestatisticalestimatesoftheaveragesubjectiverideratingswhichwouldbeobtainedforthesamegroupofpavementsectionsiftheentirepopulationofuserscouldbeinterrogated.1.3Forthedatatobeareasonablerepresentationoftheaverageridequalityjudgmentsofthetotalhighwayusercommunityforthetotalpopulationofhighwaypavements,certainsamplingtheorypreceptsmustbeobserved;Thesizeoftheratingpanel,theselectionofitsmembersfromtheusercommunity,themethodofquantifyingtheindividualjudgments,aswellastheselectionofthesamplepavementsectionsareallimportantareastobeconsidered.1.4Animportantuseoftheresultingridequalitydatawouldbetodeterminetheabilityofvarioushypothesizeddeterministicfunctionsofphysicalparametersofthepavementsamples,suchasmeasuredlongitudinalprofile,andsoforth,toprovideanestimateofsubjectiveridequalityjudgments.1.5ThisguideisbasedonguidelinesdescribedinAppendixFofNCHRPReport275,andinAppendixEofNCHRPReport308.1.6Thevaluesstatedinbothinch-poundandSIunitsaretoberegardedseparatelyasthestandard.Theunitsgiveninparenthesesareforinformationonly.1.7Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.
【中国标准分类号】:P66
【国际标准分类号】:93_080_99
【页数】:8P.;A4
【正文语种】:英语
