版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
RAILWAYINDUSTRYSTANDARD
OFTHEPEOPLES'REPUBLICOFCHINA
RailExpansionJointofPassengerDedicatedLine
TB/T3401-2015
'
IssuedbyNationalRailwayAdministrationofthePeoplesRepublicofChina
IssuedDate:July15,2015
ValidDate:February1,2016
ChinaRailwayPublishingHouseCo.,Ltd.
Beijing2022
图书在版编目CIP数据
()
客运专线钢轨伸缩调节器英文
:TB/T3401-2015:/
国家铁路局组织编译北京中国铁道出版社有限
.—:
公司
,2022.3
ISBN978-7-113-28840-2
客国客运专线轨道铁路
Ⅰ.①…Ⅱ.①…Ⅲ.①-()-
钢轨调节器技术条件行业标准中国英文
-----
Ⅳ.①U213.4-65
中国版本图书馆数据核字第号
CIP(2022)022432
'
ChineseversionfirstpublishedinthePeoplesRepublicofChinain2015
'
EnglishversionfirstpublishedinthePeoplesRepublicofChinain2022
byChinaRailwayPublishingHouseCo.,Ltd.
'
No.8,YouanmenWestStreet,XichengDistrict
Beijing,100054
PrintedinChinabyBEIJINGCONGREATPRINTINGCO.,LTD.
'
Ź2015byNationalRailwayAdministrationofthePeoplesRepublicofChina
Allrightsreserved.Nopartofthispublicationmaybereproducedortransmittedinanyformor
byanymeans,electronicormechanical,includingphotocopying,recording,orbyany
informationstorageandretrievalsystems,withoutthepriorwrittenconsentofthepublisher.
Thisbookissoldsubjecttotheconditionthatitshallnot,bywayoftradeorotherwise,
'
belent,resold,hiredoutorotherwisecirculatedwithoutthepublisherspriorconsent
inanyformofbindingorcoverotherthanthatinwhichitispublishedandwithouta
similarconditionincludingthisconditionbeingimposedonthesubsequentpurchaser.
ISBN978-7-113-28840-2
IntroductiontotheEnglishVersion
TopromotetheexchangeandcooperationinrailwaytechnologybetweenChinaandtherestof
theworld,PlanningandStandardResearchInstituteofNationalRailwayAdministration,
'
entrustedbyNationalRailwayAdministrationofthePeoplesRepublicofChina,organizedthe
translationandpreparationofChineserailwaytechnologyandproductstandards.
RailExpansionJointofPassengerDedicated
ThisStandardistheofficialEnglishversionof
Line
(TB/T3401-2015).TheoriginalChineseversionofthisstandardwasissuedbyNational
'
RailwayAdministrationofthePeoplesRepublicofChinaandcameintoeffectonFebruary1,
2016.Incaseofdiscrepanciesbetweenthetwoversions,theChineseversionshallprevail.
'
NationalRailwayAdministrationofthePeoplesRepublicofChinaownsthecopyrightofthis
Englishversion.
Yourcommentsareinvitedfornextrevisionofthisstandardandshouldbeaddressedto
TechnologyandLegislationDepartmentofNationalRailwayAdministrationandPlanningand
StandardResearchInstituteofNationalRailwayAdministration.
Address:TechnologyandLegislationDepartmentofNationalRailwayAdministration,No.6,
FuxingRoad,Beijing,100891,P.R.China.
PlanningandStandardResearchInstituteofNationalRailwayAdministrationatBlockB,
JianGongBuilding,No.1,GuanglianRoad,XichengDistrict,Beijing,100055,P.R.China.
ThetranslationwasperformedbyJiangHankeandFangWenshan.
ThetranslationwasreviewedbyGuAijun,HanZhigang,WangYajun,JiangJinzhou,
LiuHaozheng,WangLei,DongXuewu,XueJigangandZhaoLin.
1
NoticeofNationalRailwayAdministrationonIssuingtheEnglish
VersionofEightChineseRailwayTechnicalStandardsincluding
TechnicalSpecificationforLayingofHighSpeedTurnoutsforSlabTrack
DocumentGTKF〔2021〕No.33
TechnicalSpecificationforLayingofHigh
EightChineserailwaytechnicalstandardsincluding
SpeedTurnoutsforSlabTrack
(TB/T3302-2013)areissued.Incaseofdiscrepanciesbetweenthe
twoversions,theChineseversionshallprevail.
ChinaRailwayPublishingHouseCo.,Ltd.isauthorizedtopublishanddistributetheEnglish
versionofthesestandards.
AttachedhereisalistoftheEnglishversionofthesestandards.
S/NChinesetitleEnglishtitleStandardnumber
高速铁路无砟轨道道岔铺设技
TechnicalSpecificationforLayingofHighSpeedTurnouts
1术条件TB/T3302-2013
forSlabTrack
高速铁路有砟轨道道岔铺设技
TechnicalSpecificationforLayingofHighSpeedTurnouts
2术条件TB/T3306-2013
forBallastedTrack
客运专线钢轨伸缩调节器
3RailExpansionJointofPassengerDedicatedLineTB/T3401-2015
客货共线铁路钢轨伸缩调节器RailExpansionJointofMixedPassengerandFreight
4TB/T3518-2018
Railway
弹性支承块式无砟轨道部件
5第部分混凝土支承块LowVibrationTrackComponents—Part1:ConcreteBlockTB/T3515.1-2018
1:
铁路桥梁钢支座
6SteelBearingsforRailwayBridgeTB/T1853-2018
铁路数字移动通信系统
(GSM-R)GlobalSystemforMobileCommunications-Railway(GSM-
7设备机车综合无线通信设备TB/T3375-2018
R)—CabIntegratedRadioCommunicationEquipment
集中联锁结合电路一般原则GeneralPrinciplesforCombinedCircuitofCentralized
8TB/T2307-2017
Interlocking
'
NationalRailwayAdministrationofthePeoplesRepublicofChina
October28,2021
3
Contents
………………
ForewordⅡ
………………
1Scope1
………………
2NormativeReferences1
……………
3TermsandDefinitions2
………………
4Design4
…………………………
5Manufacture5
…………………
6FactoryAssembly8
………………
7InspectionMethods11
…………………
8InspectionRules12
……
9Marking,Packaging,QualityCertificates,StorageandTransportation13
…………………
AnnexA(Normative)GaugeAdjustmentSheet14
…………
AnnexB(Normative)CompoundPositiontingBushing17
Ⅰ
Foreword
ThisStandardisdraftedinaccordancewiththerulesgiveninGB/T1.1-2009.
ThisStandardisproposedandmanagedbyChinaRailwayEconomicandPlanningResearch
Institute.
ThisStandardisdraftedbyRailwayEngineeringResearchInstituteofChinaAcademyof
RailwaySciencesCorporationLimited,ChinaRailwayBaojiBridgeGroupCo.,Ltd.andChina
RailwayShanhaiguanBridgeGroupCo.,Ltd.
ThisStandardismainlydraftedbyJiangJinzhou,DongYanlu,LuGuangqing,Fang
Hangwei,LiangChen,XuYupo,GeJing,FeiWeizhou,YouRuilin,XiaoJunhengandFanJia.
Ⅱ
RailExpansionJointofPassengerDedicatedLine
1Scope
ThisStandardspecifiesthedesign,manufacture,factoryassembly,inspectionmethods,inspection
rules,aswellasmarking,packaging,qualitycertificates,storageandtransportationofrailexpansion
jointsofpassengerdedicatedline.
ThisStandardisapplicabletorailexpansionjointsofstandard-gaugepassengerdedicatedlines
witharunningspeedof200km/h-350km/h(hereinafterreferredtoasREJ).
2NormativeReferences
Thefollowingreferenceddocumentsareindispensablefortheapplicationofthisdocument.For
datedreferences,onlytheeditioncitedapplies.Forundatedreferences,thelatesteditionofthe
referenceddocument(includinganyamendments)applies.
RubberVulcanizedorThermoplasticDeterminationofTensileStress-strainProperties
GB/T528,—
RubberVulcanizedorThermoplasticDeterminationofIndentationHardness
GB/T531.1,——
Part1DuromererMethodShoreHardness
:()
PlasticsMethodsforDeterminingtheDensityofNon-cellularPlasticsPart
GB/T1033.1——
1ImmersionMethodLiuidPknometerMethodandTitrationMethod
:,qy
PlasticsDeterminationofCharpyImpactPropertiesPart1Non-instrumented
GB/T1043.1——:
ImpactTest
GeometricalTolerancingGeometricalToleranceforFeatureswithoutIndividual
GB/T1184-1996—
ToleranceIndications
SpecificationsofHighStrengthBoltswithLargeHexagonHeadLargeHexagon
GB/T1231,
NutsPlainWashersorSteelStructures
,f
SpheroidalGraphiteIronCastings
GB/T1348
MethodsofTestforVolumeResistivityandSurfaceResistivityofSolidElectrical
GB/T1410
InsulatingMaterials
Fiber-reinforcedPlasticsCompositesDeterminationofTensileProperties
GB/T1447—
RubberVulcanizedorThermoplasticDeterminationoftheEffectofLiquids
GB/T1690,—
GeneralTolerancesTolerancesforLinearandAngularDimensionswithout
GB/T1804-2000—
IndividualToleranceIndications
SamplingProceduresforInspectionbyAttributesPart1SamplingSchemes
GB/T2828.1—:
IndexedbAccetanceQualitLimitAQLorLot-b-lotInsection
ypy()fyp
PlasticsDeterminationofHardnessPart2RockwellHardness
GB/T3398.2——:
RubberVulcanizedorThermoplastic-AcceleratedAgeingandHeatResistanceTests-
GB/T3512,
Air-ovenMethod
CastingsSystemofDimensionalTolerancesandMachiningAllowances
GB/T6414-1999—
RubberVulcanizedorThermoplasticDeterminationofCompressionSet
GB/T7759,—
RubberVulcanizedorThermoplasticDeterminationofAdhesiontoARigidSubstrate-
GB/T7760,—
90DegreesPeelMethod
·1·
PlasticsDeterminationofFlexuralProperties
GB/T9341—
PlasticsDeterminationofAshPart1GeneralMethods
GB/T9345.1——:
CarbonSteelCastingsforGeneralEngineeringPurpose
GB/T11352
PlasticsDeterminationofMeltingBehaviorMeltingTemperatureorMeltingRange
GB/T16582—()
ofSemi-crystallinePolymersbyCapillaryTubeandPolarizing-microscopeMethods
Non-destructiveTestingMagneticParticleTestingofWelds
JB/T6061—
Non-destructiveTestingPenetrantTestingofWelds
JB/T6062—
TechnicalSpecificationforQuenchingofTurnoutSteelRails
TB/T1779
SwitchandCrossingRails
TB/T3109
RailsforHighSpeedRailway
TB/T3276
ConcreteSleeperEmbeddedinBallastlessTrackonTurnoutSectionofHigh-speed
TB/T3297
Railway
ConcreteTurnoutSleeperforBallastedTrack
TB/T3080
TechnicalSpecificationforManufacturingofHighSpeedTurnoutsPart1
TB/T3307.1—:
ManufacturingandAssembly
TechnicalSpecificationforManufacturingofHighSpeedTurnoutsPart3
TB/T3307.3—:
BoltsforFixationofPlates
TechnicalSpecificationforManufacturingofHighSpeedTurnoutsPart5
TB/T3307.5—:
CoverPlates
TechnicalSpecificationforManufacturingofHighSpeedTurnoutsPart6
TB/T3307.6—:
BufferGaugeBlocks
TechnicalSpecificationforManufacturingofHighSpeedTurnoutsPart8
TB/T3307.8—:
Elasticironbaseplates
FasteningSystemsforHigh-speedRailwayPart4WJ-7FasteningSystem
TB/T3395.4—:
3TermsandDefinitions
Forthepurposesofthisdocument,thefollowingtermsanddefinitionsapply.
3.1
Railexpansionjoint
(REJ)
Arailexpansionjointconsistsofastockrail,switchrail,fasteningsystem,sleepersandother
components,anditcangreatlyreducethelongitudinalinteractionforcebetweenthebridgeandthe
CWRtrackthroughrelativelongitudinaldisplacementbetweenthestockrailandswitchrail.
3.2
SimpleREJ
TheREJwithstockrailinstalledatoneend(Figure1andFigure3).
3.3
SymmetricalREJ
TheREJwithstockrailsinstalledatbothends(Figure2andFigure3).
3.4
InitialpositionofREJ
TheassemblypositionofREJwherethestockrailisatthecriticalpointofexpansion/contraction.
·2·
Figure1DiagramofsimpleREJ
Figure2DiagramofsymmetricalREJ
Figure3CrossSectionofStockRailandSwitchRail
(A-AProfileofFigure1andFigure2)
·3·
3.5
DesignlengthofREJ
Attheinitialposition,thedistancebetweenthefrontendofstockrailandtheheelendofswitch
railforsimpleREJalongthelinedirection,orthedistancebetweenthefrontendsoftwostockrails
forsymmetricalREJalongthelinedirection.
3.6
Expansion/contractionlimitofREJ
Themaximumallowableamountofexpansion/contractionofthestockrailrelativetotheinitial
positionofREJ.
3.7
Presetexpansion/contractiondistancefrominitialpositionofREJ
DuringlayingofREJ,theinitialpositionofthestockrailispresetatacertaindistancefromthe
pointofswitchrailaccordingtothewidthofbeamjointslaidandtheconditionsofCWRtrackwelded.
4Design
4.1
TheREJshallbedesignedwithastructurecomprisingafixedswitchrailandmovablestockrail
forexpansion/contraction.Thetoleranceoftrackgaugeduringstockrailexpansion/contractionshall
complywithTable1.
Table1ToleranceofTrackGaugeofREJduringStockRailExpansion/Contraction
v
(Designspeed)vv
200≤≤250250<≤350
km/h
Tolerance
±2±1
mm
4.2
Theminimumexpansion/contractionlimitofREJshallbe±200mm,andshallnotbelessthan
theannualmaximumvariationofthebeamendjoints.
4.3
Thestockrailshouldbelengthenedappropriatelyatthefrontendaccordingtothelinedesign
requirements,sothatitcanextendbeyondthebeamjoints,andthedistancefromthefrontendofthe
lengthenedstockrailtothebeamjointsshallnotbelessthan2m.Specialfastenersshallbeusedfor
stockrailfromthepointofswitchrailtothebeamjoints.
4.4
ThepointofswitchrailoftheREJshallbeofconcealedtypeandtheconcealedamountshallnot
belessthan3mm.Thecuttinglineofthenon-runningsurfaceoftheswitchrailheadshallnotbea
straightlineorbrokenline.
4.5
TheminimumadjustmentrangeoftheREJgaugeshallbe±10mm.TheheightofREJincreased
forballastedtrackshallnotbelessthan10mm,andtheminimumheightadjustmentoftheREJfor
ballastlesstrackshallrangefrom-3mmto+15mm.
4.6
Theexpansion/contractionresistanceofthestockrailandswitchrailofREJshallcomplywith
Table2.
Table2Expansion/ContractionResistanceofRailsofREJ
v
(Designspeed)vv
200≤≤250250<≤350
km/h
Expansion/contractionresistanceStockrail≤50≤60
kNSwitchrail(one-way)≥100≥120
·4·
5Manufacture
5.1GeneralRequirements
5.1.1
TheREJsshallbemanufacturedaccordingtothedesigndrawingsapprovedinprescribed
proceduresandtherequirementsofthisstandard.
5.1.2
Ifnotincludedinthisstandardornotindicatedinthedesigndrawings,thedimensional
deviationsofmachinedpartsshallcomplywiththeClass-CrequirementsinGB/T1804-2000,the
geometricaldeviationsshallcomplywiththeL-classrequirementsinGB/T1184-1996,andthe
dimensionaldeviationsofcastingsshallcomplywithCT9requirementsinGB/T6414-1999.
5.2Rails
5.2.1
Therawmaterialsshallcomplywiththefollowingrequirements:
a)Thestockrailshallbemanufacturedfrom60kg/mrailandshallcomplywithTB/T3276.
b)Theswitchrailshallbemanufacturedfrom60AT1railandshallcomplywithTB/T3109.
c)Thestockrailandswitchrailshallbemadefromthesamerailasthesectiontrack.
d)Allprotrudingmarksontherailwebwherethestockrailfitswiththerailbrace,andthe
protrudingmarksontherailwebaffectingthefittingoftheswitchrailwiththerailbrace
shallbegroundoff.
e)Thestockrailandswitchrailshallbemadefromintegralholelessrails.
5.2.2
ThetoleranceoftheraillengthshallcomplywithTable3.
Table3ToleranceofRailLength
Tolerance
Rails
mm
Stockrail±3
0
Switchrail-4
5.2.3
Thegeometricaldeviationshallcomplywiththefollowingrequirements:
a)Theclosureedgebetweenthestockrailandtheswitchrailshallbesmoothandround
withouthardbending.
b)ThestraightnessshallcomplywithTable4.
c)Theverticalityofrailendsurfaceshallbe1mm.
Table4RequirementsforStraightnessofStockRailandSwitchRail
v
(Designspeed)vv
200≤≤250250<≤350
km/h
Runningsurfaceofstockrail0.3mm/1m0.2mm/1m
Railtopsurfaceinstraightsectionofstockrail0.3mm/1m0.2mm/1m
Runningsurfaceofswitchrail0.3mm/1m,1.5mm/10m0.2mm/1m,1mm/10m
Railtopsurfacewithoutreductionofswitchrail0.3mm/1m0.2mm/1m
5.2.4
ThestockrailandswitchrailshallbecutincompliancewithTable5.Inaddition,rail
roundingorchamferingshallbecarriedoutaccordingtothedesigndrawings.Ifnorequirementis
RR
specified,chamferingshallbenotlessthan1mm×45°androundingnotlessthan1mm-1.5mm.
·5·
Table5RequirementsforStockRailandSwitchRailMachining
v
(Designspeed)vv
200≤≤250250<≤350
km/h
RaRa
SurfaceroughnessMRR12.5MRR6.3
Deviationofinwardinclinationofclosuresurface1/80,nooutwardinclination1/80,nooutwardinclination
Toleranceofheight+0.5+0.5
-1-1
Machiningsectionofmm
switchrailToleranceofrailheadwidth
±0.5±0.5
mm
Indentationdepthofrunningsurfaceofstockrail
andswitchrail≤0.3≤0.2
mm
5.2.5
Thestockrailshallcomplywiththefollowingrequirements:
a)Thestockrailshouldbemanufacturedbyon-linequenchingrail;ifoff-linequenchingis
needed,itshallcomplywithTB/T1779.
b)Aexpansion/contractionmeasuringscaleshallbeinstalledatthedesignpositiononthestock
rail.
5.2.6
Theswitchrailshallcomplywiththefollowingrequirements:
a)Thedimensionsoftheforgedheeloftheswitchrailshallcomplywiththedesignrequirements.
b)Theforging,pressingandmachiningoftheheeloftheswitchrailshallcomplywithTB/T
3307.1.
c)Theswitchrailshouldbemanufacturedbyon-linequenchingrail;ifoff-linequenchingis
needed,thetopsurfaceshallbequenchedfromthe5mmwidthcrosssectionaccordingto
TB/T1779.
d)Attherailwebonthegaugesideofswitchrail,thecontrolcrosssectionparametersshould
besprayedasshowninFigure4.
e)Themachiningsurfaceshallbegreased.
Unit:mm
Figure4DiagramforControlCrossSectionParametersMarksofSwitchRail
5.3CouplingParts
5.3.1
Theironbaseplateshallcomplywiththefollowingrequirements:
a)Therawmaterialsoftheironbaseplateshallcomplywiththedesignrequirements.
b)Thetoleranceofinclinationofrailcantontheironbaseplateshallbe±1∶320,andthe
·6·
bottomflatnessshallbe0.5mm.ThedimensionaldeviationshallcomplywithTable6.
Table6ToleranceofIronBasePlate
Tolerance
Item
mm
+0.5
Thickness0
Lengthandwidth±1
Spacingandeccentricityofboltholes±0.5
+0.5
Diameterofbolthole0
c)Theflatnessofthestockrailbearingsurfaceontheironbaseplateshallbe0.2mm,andthe
Ra
roughnessshallbeMRR6.3.
d)Thetolerancesforthetotalthicknessofplateundertheswitchrailandironbaseplateshall
be±0.5mm,andthelevelnesstoleranceoftheplateundertheswitchrailrelativetothetop
surfaceoftheironbaseplateshallbe0.3mm.Theflatnesstoleranceofthetopsurfaceof
Ra
plateundertheswitchrailshallbe0.2mmandtheroughnessshallbeMRR12.5.
e)Ifitisnotindicatedinthedrawing,chamferingshallbenotlessthan1mm×45°and
RR
roundingshallbe1mm-1.5mmaroundtheironbaseplateandboltholes.
f)Weldsontheironbaseplateshallbefreeofdenseorconti
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 语音倒车蜂鸣器行业深度研究报告
- 路病养护管理系统行业深度研究报告
- 涤纶常速纺油剂行业深度研究报告
- 2024至2030年中国混凝土切割机行业投资前景及策略咨询研究报告
- 2024年仿真鸟巢项目可行性研究报告
- 企业展会在文化差异中的挑战与应对
- 企业财务分析与实践操作
- 企业人才招聘与培训计划制定研究
- 2024年中国锁壳市场调查研究报告
- 2024年中国美式高档精磨钢丝钳市场调查研究报告
- 《怜悯是人的天性》优秀教学设计(统编版高二选择性必修中)共3篇
- 九招致胜课件完整版
- 奥鹏北京师范大学22春《信息技术教育应用 》离线作业非免费答案
- 移动电源中英文规格书
- 血透患者需要定期抽血检查的项目
- 2022年环保标记试题库(含答案)
- 港口水工建筑物课程设计范本方块
- 北京粉末冶金零部件项目可行性研究报告
- 二年级上册音乐教案-过新年 苏少版
- LCD液晶显示屏等级划分
- 2022年中国烟草行业信息化市场分析
评论
0/150
提交评论