IEC 60464-2 AMD 1-2006 修改件1:电气绝缘漆.第2部分:试验方法
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【英文标准名称】:Amendment1:Varnishesusedforelectricalinsulation-Part2:Methodsoftest
【原文标准名称】:修改件1:电气绝缘漆.第2部分:试验方法
【标准号】:IEC60464-2AMD1-2006
【标准状态】:现行
【国别】:国际
【发布日期】:2006-01
【实施或试行日期】:
【发布单位】:国际电工委员会(IX-IEC)
【起草单位】:IEC/TC15
【标准类型】:()
【标准水平】:()
【中文主题词】:化学性质;覆层;定义;密度;稀释度;电气工程;电绝缘材料;电性能;闪点;绝缘材料;绝缘清漆;机械性能;特性;试验;热性能;清漆;粘度
【英文主题词】:Chemicalproperties;Coatings;Definitions;Density;Dilutability;Electricalengineering;Electricalinsulatingmaterials;Electricalproperties;Flashpoint;Insulatingmaterials;Insulatingvarnishes;Mechanicalproperties;Properties;Testing;Thermalproperties;Varnishes;Viscosity
【摘要】:ThisisAmendment1toIEC60464-2-2001(VarnishesusedforelectricalinsulationPart2:Methodsoftest)
【中国标准分类号】:K15
【国际标准分类号】:29_035_60
【页数】:4P;A4
【正文语种】:英语
【英文标准名称】:IPCablecomAudioServerProtocol
【原文标准名称】:IPCablecom音频服务器协议
【标准号】:ANSI/SCTE24-17-2002
【标准状态】:作废
【国别】:美国
【发布日期】:2002
【实施或试行日期】:
【发布单位】:美国国家标准学会(ANSI)
【起草单位】:ANSI
【标准类型】:()
【标准水平】:()
【中文主题词】:
【英文主题词】:Audio;Datacommunication;Protocols
【摘要】:
【中国标准分类号】:M73
【国际标准分类号】:33_060_40
【页数】:
【正文语种】:英语
【英文标准名称】:StandardTestMethodforIndividualPilesinPermafrostUnderStaticAxialCompressiveLoad
【原文标准名称】:承受静力轴向压力载荷的永冻层中的单桩的标准试验方法
【标准号】:ASTMD5780-2010
【标准状态】:现行
【国别】:美国
【发布日期】:2010
【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】:D18.19
【标准类型】:(TestMethod)
【标准水平】:()
【中文主题词】:
【英文主题词】:axialload;compressiveload;displacementrate;frozen;permafrost;piles;soil;staticload;Time-to-failure(TTF);Verticalpiles;Axialloadingtests;Compressiontesting--soil;Creep--soil;Deepfoundationunits;Displacementrate;Foundati
【摘要】:Thistestmethodwillprovidearelationshipbetweentimetofailure,creeprate,anddisplacementtofailureforspecificfailureloadsatspecifictesttemperaturesaswellasarelationshipbetweencreeprateandappliedloadatspecifictesttemperaturesforloadslessthanfailureloads.Piledesignforspecificsoiltemperaturesmaybecontrolledbyeitherlimitinglong-termstresstobelowlong-termstrengthorbylimitingallowablesettlementoverthedesignlifeofthestructure.Itisthepurposeofthistestmethodtoprovidethebasicinformationfromwhichthelimitingstrengthorlong-termsettlementmaybeevaluatedbygeotechnicalengineers.Dataderivedfrompiletestsatspecificgroundtemperaturesthatdifferfromthedesigntemperaturesmustbecorrectedtothedesigntemperaturebytheuseofdatafromadditionalpiletests,laboratorysoilstrengthtests,orpublishedcorrelations,ifapplicable,toprovideasuitablemeansofcorrection.Fordrivenpilesorgroutedpiles,failurewilloccuratthepile/soilinterface.Forslurriedpiles,failurecanoccurateitherthepile/slurryinterfaceortheslurry/soilinterface,dependingonthestrengthanddeformationpropertiesoftheslurrymaterialandtheadfreezebondstrength.Locationofthefailuresurfacemustbetakenintoaccountinthedesignofthetestprogramandintheinterpretationofthetestresults.Dynamicloadsmustbeevaluatedseparately.Note38212;Thequalityoftheresultsproducedbyapplicationofthisstandardisdependentonthecompetenceofthepersonnelperformingit,andthesuitabilityoftheequipmentandfacilities.AgenciesthatmeetthecriteriaofPracticeD3740aregenerallyconsideredcapableofcompetentandobjectivetesting/sampling/inspection/etc.UsersofthisstandardarecautionedthatcompliancewithPracticeD3740doesnotinitselfassurereliableresults.Reliableresultsdependonmanyfactors;PracticeD3740providesameansofevaluatingsomeofthosefactors.1.1Thesetestmethodscoverproceduresfortestingindividualverticalpilestodetermineresponseofthepiletostaticcompressiveloadappliedaxiallytothepile.Thesetestmethodsareapplicabletoalldeepfoundationunitsinpermafrostthatfunctioninamannersimilartopilesregardlessoftheirmethodofinstallation.Thisstandardisdividedintothefollowingsections:
【中国标准分类号】:P13
【国际标准分类号】:93_020
【页数】:15P.;A4
【正文语种】:英语
