PD 6569-6.1-1992 与ETS300001/NET4相适应的标准草案"由某些公共长途通信接线员操作的公共交换电话网连接用单功能或多种特别功能装置".第6部分:串联装置规范.第6.1节:具有最大允许损伤度的装置

上一篇: PD 6562-1992 修改件(草案):BS6789第3.1节-85.英国长途通信公共交换电话网连接用单功能或多种特殊功能装置.第3部分:带自动呼叫、自动应答和自动清零设施的仪表.第3.1节:自动呼叫设施规范
下一篇: PD 6569-6.2-1992 与ETS300001/NET4相适应的标准草案"由某些公共长途通信接线员操作的公共交换电话网连接用单功能或多种特别功能装置".第6部分:串联装置规范.第6.2节:小于最大允许损伤度的装置

【英文标准名称】:Flangesandtheirjoints-Designrulesforgasketedcircularflangeconnections-Calculationmethod
【原文标准名称】:法兰和接头.带衬垫的环形法兰连接的设计规则.计算方法
【标准号】:BSEN1591-1-2001
【标准状态】:作废
【国别】:英国
【发布日期】:2001-08-15
【实施或试行日期】:2001-09-15
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:螺栓连接;设计计算;圆形;法兰;数学计算;法兰管件;连接;衬垫;设计;密封的
【英文主题词】:Calculatingmethods;Circularshape;Design;Designations;Flangeconnections;Flangedfittings;Flanges;Force;Gaskets;Loading;Lockingandlocatingdevices;Materials;Mathematicalcalculations;Pipecouplings;Ratings;Screws(bolts)
【摘要】:1GeneralThisEuropeanStandarddefinesaCalculationmethodforbolted,gasketed,circularflangejoints.Itspurposeistoensurestructuralintegrityandcontrolofleaktightness.ENV1591-2givesvaluesforgasketpropertieswhichcanbeusedintheCalculationmethod.2RequirementforuseoftheCalculationmethodWherepermitted,theCalculationmethodisanalternativetodesignvalidationbyothermeanse.g.-specialtesting;-provenpractice;-useofstandardflangeswithinpermittedconditions.3Validity3.1GeometryTheCalculationmethodisapplicabletotheconfigurationshaving:-flangeswhosesectionisgivenormaybeassimilatedtothosegiveninFigures4to12;-fourormoreidenticalboltsuniformlydistributed;-gasketwhosesectionandconfigurationafterloadingcanbeassimilatedbyoneofthosegiveninFigure3;-flangedimensionwhichmeetthefollowingconditions:a)0,2≤bF/eF≤5,0;0,2≤bL/eL≤5,0b)eF≥max{e2;dB0;pB×(0,01...0,10)×pB/bF}c)coss≥1/(1+0,01ds/es)NOTE1Forexplanationsofsymbolsseeclause3.NOTE2TheconditionbF/eF≤5,0neednottobemetforcollarincombinationwithlooseflange.NOTE3TheconditioneF≥pB×(0,01...0,10)pB/bFisforlimitationofnon-uniformityofgasketpressureduetospacingofbolts.Thevalues0,01and0,10aretobeappliedforsoft(non-metallic)andhard(metallic)gasketsrespectively.AmoreprecisecriterionisgiveninannexA.NOTE4Attentionmayneedtobegiventotheeffectsoftolerancesandcorrosionondimensions;referenceshouldbemadetoothercodesunderwhichthecalculationismade,forexamplevaluesaregiveninEN13445andEN13480.ThefollowingconfigurationsareoutsidethescopeoftheCalculationmethod:-flangesofessentiallynon-axisymmetricgeometry,e.g.splitlooseflanges,webreinforcedflanges;-flangeconnectionshavingdirectorindirectmetaltometalcontactbetweenflangesinsideand/oroutsidethegasket,insideand/oroutsidetheboltcircle,exceptthespecialcaseofspacer-seatedflanges,whichiscoveredinannexG.3.2MaterialsValuesofnominaldesignstressesarenotspecifiedinthisCalculationmethod.Theydependonothercodeswhichareapplied,forexamplethesevaluesaregiveninEN13445andEN13480.Designstressesforboltsaretobedeterminedasforflangesandshells.Themodelofthegasketsismodelledbyelasticbehaviourwithaplasticcorrection.Forgasketsinincompressiblematerialswhichpermitlargedeformations(forexample:flatgasketswithrubberasthemajorcomponent),theresultsgivenbytheCalculationmethodcanbeexcessivelyconservative(i.e.requiredboltingloadtoohigh,allowablepressureofthefluidtoolow,requiredflangethicknesstoolarge,etc.)becauseitdoesnottakeaccountofsuchproperties.3.3LoadsThisCalculationmethodappliestothefollowingloadtypes:-fluidpressure:internalorexternal;-externalloads:axialforcesandbendingmoments;-axialexpansionofflanges,boltsandgasket,inparticularduetothermaleffects.3.4MechanicalmodelTheCalculationmethodisbasedonthefollowingmechanicalmodel:a)Geometryofbothflangesandgasketisaxisymmetric.Smalldeviationssuchasthoseduetoafinitenumberofbolts,arepermitted.Applicationtosplitlooseflangesorovalflangesisnotpermitted.b)Theflangeringcross-section(radialcut)remainsundeformed.Onlycircumferentialstressesandstrainsintheringaretreated;radialandaxialstressesandstrainsareneglected.Thispresuppositionrequirescompliancewithcondition1.3.1a).c)Theflangeringisconnectedtoacylindricalshell.Ataperedhubistreatedasbeinganequivalentcylindricalshellofcalculatedwallthickness,whichisdifferentforelasticandplasticbehaviour,butalwaysbetweentheactualminimumandmaximumthickness.Conicalandsphericalshellsaretreated
【中国标准分类号】:J15
【国际标准分类号】:23_040_60
【页数】:52P;A4
【正文语种】:英语