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ICS27.100
P62
RecordNumber:J433-2016
ELECTRICPOWERINDUSTRYSTANDARDOFTHEPEOPLESREPUBLICOFCHINA
P
DL/T5221-2016
ReplaceDL/T5221-2005
TechnicalCodefortheDesign
ofUrbanPowerCables
城市电力电缆线路设计技术规定
IssuedonAugust16,2016ImplementedonDecember1,2016
IssuedbyNationalEnergyAdministrationELECTRICPOWERINDUSTRYSTANDARD
OFTHEPEOPLESREPUBLICOFCHINA
TechnicalCodefortheDesin
g
ofUrbanPowerCables
/
DLT52212016
/
RelaceDLT52212005
p
ChinaPlanninPress
g
Beiin2022
jg图书在版编目(CIP)数据
DL/T5221-2016城市电力电缆线路设计技术规定:
英文/国家能源局组织编译.--北京:中国计划出版
社,2022.12
ISBN978-7-5182-1544-7
Ⅰ.①D…Ⅱ.①国…Ⅲ.①城市配电-电力电缆-
输配电线路-设计规范-中国-英文Ⅳ.①TM247-65
中国国家版本馆CIP数据核字(2023)第119808号
ChineseeditionfirstpublishedinthePeoplesRepublicofChinain2016
EnlisheditionfirstublishedinthePeolesReublicofChinain2022
gppp
bChinaPlanninPress
yg
rd
,,
3FloorCTowerGuohonBuildin
gg
,,
No.A11Muxidi-BeiliXichenDistrict
g
,
Beijing100038
jp
PrintedinChinabyBeijingHucaisCultureCommunication.CO.LTD.
Ⓒ2016bNationalEnerAdministration
ygy
Allrightsreserved.Nopartofthispublicationmaybereproducedor
,,,,
transmittedinanformorbanmeansrahicelectronicormechanical
yyygp
,,
includinhotocoinrecordinoraninformationstoraeand
gppyggyg
,
retrievalsystemswithoutwrittenpermissionofthepublisher.
,
Thisbookissoldsubecttotheconditionthatitshallnotbwaof
jyy
,,,
tradeorotherwisebelentresoldhiredoutorotherwisecirculated
withoutthepublisherspriorconsentinanyformofblindingorcover
otherthanthatinwhichthisisublishedandwithoutasimilarcondition
p
includinthisconditionbeinimosedonthesubseuenturchaser.
ggpqp
ISBN978-7-5182-1544-7Introduction
,
ThisEnlishversionwhosetranslationwasoranizedb
ggy
ElectricPowerPlanningandEngineeringInstitute.Authorizedby
NationalEnerAdministrationincomliancewithrelevant
gyp
,
proceduresandstipulationsisoneofChinasenergyindustry
standardsinEnglishseries.ThisEnglishversionwas
ublishedbNationalEnerAdministrationinAnnouncement
pygy
〔〕,
2021No.6datedDecember22nd2021.
TheEnlishversionwastranslatedfromtheChinese
g
StandardTechnicalCodefortheDesignofUrbanPower
/
CablesDLT52212016.
ThecorihtisownedbNationalEnerAdministration.
pygygy
,
Intheeventofanydiscrepancyintheprocessofimplementation
theChineseversionshallrevail.
p
Manythankswouldgotothestafffromrelevantstandard
develomentoranizationsandthosewhohaverovidedenerous
pgpg
assistanceinthetranslationandreviewrocess.
p
,
ForfurtherimprovementoftheEnglishversionall
commentsandsuestionsarewelcomeandshouldbeaddressedto
gg
ElectricPowerPlanningandEngineeringInstitute.No.65Ande
,,,:
roadXichenDistrictBeiin100120China.Websitewww.
gjg
e.
pp
:
Translatinoranizations
gg
,
ShanhaiElectricPowerEnineerinCo.Ltd.
ggg
··
1ElectricPowerPlanning&EngineeringAssociation
,
SUNTHERIndustrDataBenchmarkinCo.Ltd.
yg
:
Translatinstaff
g
,:
ShanghaiElectricPowerEngineeringCo.LtdCAI
,,,,,
LonshenMENGYuLIYuanzeLIYanLIYonxian
gggg
WUXiaodong
:
ElectricPowerPlanninandEnineerinAssociation
ggg
,
GUOYaliSUHonhon
gg
,:
SUNTHERIndustryDataBenchmarkingCo.LtdLIU
,
JianxiaYETiantian
:
Reviewpanelmembers
DUANSontaoElectricPowerPlanninand
gg
,
EnineerinInstituteCo.Ltd.
gg
YINPengElectricPowerPlanningand
,
EnineerinInstituteCo.Ltd.
gg
JIAJianboElectricPowerPlanninand
gg
,
EngineeringInstituteCo.Ltd.
YINWeiEastChinaElectricPowerDesin
g
,
InstituteCo.Ltd.ofChinaPower
EnineerinConsultinGrou
gggp
LIJianCentralSouthernChinaElectric
,
PowerDesignInstituteCo.Ltd.
ofChinaPowerEnineerin
gg
ConsultingGroup
DANHanboChinaEnerEnineerinGrou
gyggp
ZheianElectricPowerDesin
jgg
,
InstituteCo.Ltd.
CHENXiaoxianPOWERCHINAFuianElectric
gj
··
2,
PowerEngineeringCo.Ltd.
ZHOUBoShanhaiUniversitofElectric
gy
Power
··
3翻译出版说明
本译本为国家能源局委托电力规划设计总院按照有关程序
和规定,统一组织翻译的能源行业标准英文版系列译本之一。
年月日,国家能源局以年第号公告予以公布。
2021122220216
本译本是根据中国计划出版社出版的《城市电力电缆线路设
》/,
计技术规定翻译的著作权归国家能源局所
DLT52212016
。,,。
有在使用过程中如出现异议以中文版为准
本译本在翻译和审核过程中,本标准编制单位及编制组有关
成员给予了积极协助。
为不断提高本译本的质量,欢迎使用者提出意见和建议,并
。
反馈给电力规划设计总院
:
地址北京市西城区安德路号
65
:
邮编
100120
网址:
www.e
pp
本译本翻译单位:
上海电力设计院有限公司、中国电力规划设计协会、北京双
泽维度信息技术有限公司
:
本译本翻译人员
上海电力设计院有限公司:蔡龙晟、孟毓、李源泽、李艳、李永
祥、武晓东
电力规划设计协会:郭亚利、苏红红
:、
北京双泽维度信息技术有限公司刘建霞叶甜甜
:
本译本审核人员
段松涛电力规划设计总院
··
1尹鹏电力规划设计总院
贾江波电力规划设计总院
阴玮中国电力工程顾问集团华东电力设计院有限公司
李健中国电力工程顾问集团中南电力设计院有限公司
但汉波中国能源建设集团浙江省电力设计院有限公司
陈孝湘中国电建集团福建省电力勘测设计院有限公司
周波上海电力大学
··
2NationalEnerAdministration
gy
Announcement
〔〕
2016No.6
AccordintotheNoticeotheNationalEnerAdministration
gfgy
onPrintingandDistributingRegulationsofEnergyIndustry
()(
StandardizationTrialVersionandImlementinRulesGNJKJ
pg
〔〕),
2009No.52theNationalEnerAdministrationhereb
gyy
()
arovestoissue144sectorstandardsseetheAnnexsuch
pp
asCodeforConstructionQualityAcceptanceofNuclear
:
PowerConventionalIslandandBalanceoPlantPart8
f
ThermalInsulationandPaintin.The144standardsconsistof75
g
()
energystandardsindicatedbyNBand69electricpower
()
standardsindicatedbDL.
y
:
AendixListofIndustrialStandards
pp
NationalEnerAdministration
gy
,
Auust162016
g
··
1:
Aendix
pp
Listofindustrialstandards
StandardReplacedReferenceApprovalImplementation
No.Standardname
codeNo.standardstandarddatedate
……
TechnicalCode
//
DLTfortheDesinofDLT
g
1312016-08-162016-12-01
52212016UrbanPower52212005
Cables
……
··
2Foreword
〔〕
AccordintothereuirementsofDocumentGNKJ2010
gq
No.320issuedbytheNationalEnergyAdministrationofthe
,
PeolesReublicofChina"NoticeonReleasintheDeveloment
ppgp
andRevisionPlanoftheFirstBatchofEnergyIndustrial
,
Standardsin2010"thedraftingpanelrevisedTechnicalRule
/
orDesinoUrbanPowerCablesDLT52212005.Durin
fgfg
,
therevisionthepanelhadsummedupthepracticalexperience
inthedesinofurbanowercablesinandoutsideChinaand
gp
collectedcommentsextensively.
:
Thiscodeconsistsof11chaptersand4appendixexGeneral
,,,,
ProvisionsTermsCableRouteCableLainSelectionofCable
yg
,,
ConstructionSelectionandConfigurationofCableAccessories
,
GroundinofMetalSheathorShieldLaerCableSuortsand
gypp
,,
CleatsFireFightingDesignofCablesDesignofOilSupply
SstemofSelfcontainedOilfilledCableandEnvironmental
y
,
Protectionetc.
Thiscodeincludesthefollowingsignificantchangeswith
/:
resecttoDLT52212005
p
1.Changethescopeofapplicationfrom10kV220kVto
;
10kV500kV
2.ReviseaninconsistencwithStandardorDesino
yyfgf
;
CablesofElectricPowerEngineeringGB502172007
3.AddthechaterEnvironmentalProtection.
p
··
1ThiscodereplacesTechnicalRuleforDesignofUrban
/
PowerCablesDLT52212005fromtheimlementation
p
date.
,
ThiscodeisadministeredbytheNationalEnergyAdministration
roosedbtheElectricPowerPlanninandEnineerinInstitute
ppyggg
anddailymanagedbythePowerGridDesignStandardization
TechnicalCommitteeoftheenerindustr.POWERCHINA
gyy
,
ShanhaiElectricPowerEnineerinCo.Ltd.isresonsible
gggp
fortheinterpretationofspecifictechnicalissuesherein.Any
commentsandsuestionsraiseddurintheimlementationof
gggp
thiscodearetobereferredtotheElectricPowerPlanningand
,,
EnineerinInstituteatAndeRoad65XichenDistrict
ggg
,,
BeiinP.R.China100120.
jg
,
Chiefdevelopmentorganizationsparticipatingdevelopment
,
oranizationschiefdraftinstaffsandchiefreviewinstaffsofthis
ggg
:
codeareasfollows
:
Chiefdevelomentoranizations
pg
,
ShanhaiElectricPowerEnineerinCo.Ltd.
ggg
ChinaElectricPowerResearchInstitute
:
Particiatindevelomentoranizations
pgpg
StateGridBeiinElectricPowerEconomicResearch
jg
Institute
GuandonElectricPowerDesinandResearch
ggg
InstituteofChinaEnergyEngineeringCorporation
StateGridShanhaiMunicialElectricPower
gp
Coman
py
CentralSouthernChinaElectricPowerDesign
InstituteofChinaPowerEnineerinConsultin
ggg
··
2GroupCorporation
EastChinaElectricPowerDesinInstituteofChina
g
PowerEnineerinConsultinGrouCororation
gggpp
:
Chiefdraftingstaffs
FANGHaoZHUHongshengZHANGZhenpeng
ZHAOJiankanLUBinMENGYu
g
RAOWenbinZHANGXiaoyingXIAOZhijun
WUQinghuaCHENZeminLVWeiqiang
LIANGHaoOUYANGBenhonZHANGXiaoin
gyg
ZHENGZhiuanJIANGYunMALin
yg
LIUBeiningYUANXiaomingZHUJinglin
MENGShaoxinXIEDonXUWei
g
ZHENGWeiHEXiaomeiTANGLuan
:
Chiefreviewingstaffs
MIAOGuilianGUOYuLIZhizhon
gg
LIYonshuanZHOUKanTANGJian
ggg
JIANGXiaojuanXUPeihongWUJiansheng
ZHAOQuanjiangLIAOYiWUPeihong
FUJieLIXiaofenCUIMinkun
gg
··
3Contents
()
…………………
1GeneralProvisions1
…………………()
2Terms2
…………()
3CableRoute6
()
…………
4CableLain7
yg
…………………()
4.1GeneralReuirements7
q
………()
4.2SelectionofCableLayingMode9
()
………
4.3DirectBurying11
……()
4.4CableDuctLain12
yg
…………………()
4.5CableTunnelLaying15
()
…………………
4.6CableTroughLaying24
()
………
4.7BrideLain25
gyg
…………………()
4.8UnderwaterLaying27
()
………
4.9VerticalLaying29
()
/……
4.10CableTerminationPolesTowers30
……………()
4.11CableTerminationStation30
()
……
5SelectionofCableConstruction33
()
…………………
5.1GeneralReuirements33
q
,,
5.2SelectionofInsulationScreenMetalSheaths
……………()
ArmorsandOuterSheaths35
……()
5.3CableConductors37
6SelectionandConfiurationofCable
g
…………()
Accessories40
··
1…………………()
6.1GeneralRequirements40
………………()
41
6.2TypesofCableTerminationsandJoints
()
…
6.3StructuresandTesofCableTerminationsandJoints43
yp
()
…………
6.4CableTerminationsSuorts46
pp
………………()
6.5OvervoltageProtection48
………()
7GroundingofMetalSheathorShieldLayer50
…………()
8CableSuortsandCleats55
pp
……()
9FireFihtinDesinofCables57
ggg
()
…………………
9.1GeneralReuirements57
q
……()
9.2SelectionofFlameRetardantCables57
9.3FireFihtinDesinofCableRacewaandCable
gggy
………………()
InterlaerofSubstations57
y
,
9.4FireFightingDesignofCableTunnelCableTrough
………()
andCableShaft59
10DesinofOilSulSstemofSelf-contained
gppyy
()
……
Oil-filledCable62
()
…………
11EnvironmentalProtection65
AppendixACalculationofthePullingForceand
…()
theSideWallPressure66
AendixBCalculationoftheLenthofCable
ppg
()
……
DuctWorkinShaft72
g
,
AendixCLateralDislacementThermal
ppp
ExpansionandContractionandAxial
…()
ForceofSnakeLaying75
AendixDChemicalStabilitofthePlastic
ppy
()
……
Sheath83
··
2AppendixECorrectionFactorsofPermissible
ContinuousAmacitofCablesUnder
py
……………()
DifferentLayingConditions86
AendixFAveraeGroundTemeratureof
ppgp
………()
RepresentativeCitiesinAugust89
AendixGCalculationoftheOilDemandand
pp
TransientOilPressureforOil-filled
()
……
Cables93
··
31GeneralProvisions
1.0.1Thiscodeisformulatedwithaviewtostandardizin
g
thedesignprinciplesandtechnicalrequirementsforpower
cableswitharatedACvoltageof10kV500kVinurban
areas.
1.0.2Thiscodeisalicabletothedesinofowercables
ppgp
witharatedACvoltageof10kV500kVinurbanareas.
,
1.0.3InadditiontothiscodethedesinofurbanACower
gp
cablesshallcomlwiththerelevantcurrentnationaland
py
industrialstandards.
··
12Terms
2.0.1Directburin
yg
Acablelayingmethodbywhichcablesareplacedin
excavatedtrouhsorrefabricatedtrunksandcoveredwith
gp
protectiveboardortrunkcoverafteracertainthicknessoffine
sandorsoilhasbeenspreadaboveandbelowthecablesalong
thecablerouteandthensoilisbackfilledandcomactedflush
p
withthegroundsurface.
2.0.2Nonbuildinstructures
g
Man-madestructuresthatarenotdesignedorintendedfor
,
continuoushumanoccupancy.Incableengineeringnonbuilding
,,,,
structuresmainlincludecabletrouhsductstunnelsinterlaers
ygy
,
shaftsandworkingshaftsintendedforcablelayingaccessory
installationoroerationandmaintenance.
p
2.0.3Cableduct
Anunderroundstructurewheremultileiesareerectedat
gppp
oneattemtinaccordancewiththelannednumberofcables.
pp
2.0.4Cabletrough
Acablestructurethatisenclosedandcoveredwith
removablecoverslabswhichareflushwithorslightlydeviate
fromtheradelevel.
g
2.0.5Cabletunnel
Afullyenclosedcablestructurewhereanumberofcables
arecontainedandaccessesaremadeavailableforinstallation
··
2andpatrolinspectionofcables.
2.0.6Workinshaft
g
Astructureintendedforoeratorstoinstallointsorull
pjp
cables.
2.0.7Shieldvoltaelimiter
g
Adevicethatisconnectedbetweenthemetalscreenor
,
sheathandearthintendedtolimitthevoltaeofthemetal
g
screenorsheathdurinthetransientsofthesstem.
gy
2.0.8Dry-typecross-linked
Across-linkinrocessthatcansinificantlreducethe
gpgy
moisturecontentinthecross-linkedpolyethyleneinsulted
cable.
2.0.9Parallelearthcontinuousconductor
,
Alow-impedanceconductorlaidalongthecableroute
intendedtosuresstheexternalimactsofmaneticfield
pppg
,
resultinfromthesinle-haseroundinfaultcurrentand
ggpgg
reducetheinducedvoltageoccurringonthemetalscreenor
sheathwhenthemetalscreenorsheathofsinle-corecableis
g
providedwithsinglepointgrounding.
2.0.10Slifixin
pg
Afixinmethodthatallowscablestoexerienceaxialanle
gpg
changeorslighttransversedisplacementattheattachmentpointwhen
thermalexansionandcontractionoccur.
p
2.0.11Rigidfixing
Aclaminfixinmethodbwhichcableswillnotdislace
pggyp
whenthermalexansionandcontractionofcablesoccur.
p
2.0.12Pressuretank
Anoiltankthatisusedtoaccommodatethevolumechaneof
g
··
3oilinoil-filledcables.
2.0.13Oildemand
Oiluantitreuiredtoensurecontinuousoerationofcables
qyqp
withinthespecifiedoilpressurerangewhenthetemperatureof
cableschanes.
g
2.0.14Normaloilpressure
Anoilressureatwhichcablescanoeratesafeland
ppy
continuousl.
y
2.0.15Transientoilpressure
Atemoraroilressurethatarisesasaresultofsudden
pyp
changeinthetemperatureofcables.
2.0.16Snakelain
yg
Acablelainmethodbwhichcablesarelaidintheformofa
ygy
snakeforthepurposeofreducingaxialcablethermalstressand
increasinfreeexansioninaccordancewiththereuirementsof
gpq
uantitativearameters.
qp
2.0.17Offset
Cableslaidintheshaeofanarcatsomelocalsections.
p
Whereoffsetsarearrangedintheworkingshaftsatbothends
,
ofcableductstheareusedtoaccommodatethethermal
y
;
exansionandcontractionofthecablesinthecableduct
p
,
wheretheyarearrangedonlarge-spanbridgestheyareused
toaccommodatetheexansionofcablesresultinfromthe
pg
thermalexpansionandcontractionofthebridgebody.
2.0.18Cross-bondin
g
Asecialconnectionmodeinwhichthemetalscreensor
p
sheathsofadjacentsectionalizedcablesareconnectedinacross
mannersuchthatthecontinuouscircuitofeachmetalscreenor
··
4sheathcansurroundthethree-phaseconductorssuccessively.
2.0.19Circumscribedcirclediameter
Thediameterofthecircumscribedcirclearoundthreecables
arrangedintrefoil.
2.0.20Thermalresistance
Ahsicaluantitdefinedbthethermalohmlawfor
pyqyy
theone-dimensionalheatdispersionprocessusingthethermal
networkanalyticmethodtocalculatetheampacityofcables.
··
53CableRoute
3.0.1Thecablerouteshallcomlwiththeoveralllannin
pypg
ofurbanareasandshallbesubjecttotheapprovalfromthe
,
urbanplanningauthorities.Inadditionitshallbearranged
toetherwithotherielinesandmunicialfacilities.
gppp
3.0.2Thedesinofthecablerouteshallbetechnicall
gy
,,,
feasiblesafesuitableenvironmentallyfriendlyandcost-
effectivebcomrehensivelconsiderinsuchfactorsasthe
ypyg
,
routelenthandtheeaseofconstructionoerationand
gp
maintenance.
3.0.3Nonbuildinstructuresforlaincablesshouldbe
gyg
builtatoneattemtbasedonthelon-termlanninofrids.
pgpgg
3.0.4Thecableductsandtroughsforlayingcablesor
directlyburiedcablesshallnotbelaidrightaboveorbelow
otherielinesinarallel.
ppp
,,
3.0.5Theminimumdistancebetweencablesandcablesies
pp
,
roadsbuildingsornonbuildingstructuresshallbeasspecifiedin
Table5.3.5ofthecurrentnationalstandardStandardorDesin
fg
oCablesoElectricPowerEnineerinGB50217.
ffgg
,,
3.0.6Wherecablescrossriversbridgestunnelsandother
urbanublicfacilitiesshouldbeusedsubecttoarovalof
pjpp
cometentauthorities.
p
··
64CableLain
yg
4.1GeneralReuirements
q
,
4.1.1Regardlessofthecablelayingmodesthebending
radiusofcablesshouldnotbelessthanthevaluesspecifiedin
Table4.1.1.
Table4.1.1Minimumbendingradiusofcables
durinlainandoeration
gygp
Cablesof35kVandbelow
Single-coreThree-coreCablesof66kV
Item
cablescablesandabove
UnarmoredArmoredUnarmoredArmored
Durinlain20D15D15D12D20D
gyg
Durin
g
15D12D12D10D15D
operation
:
NoteDreferstothenominaloutsidediameteroffinishedcables.
4.1.2Theverticaldistancebetweenadacentlaersofcable
jy
,
supportsshallbesufficientforlayingorfixingcableseasily
andconsideringfuturereplacementoradditionalinstallation
,
formultilecableslaidonthesamesuorttheminimumnet
ppp
distancebetweencablesuortsshouldnotbelessthanthe
pp
valuesspecifiedinTable4.1.2.
··
7Table4.1.2Permissibleminimumnetdistancebetweenadacent
j
()
laersofcablesuortsmm
ypp
CabletesandlainMinimumnetdistancebetween
ypyg
characteristicsadjacentlayersofsupports
Controlcables120
OnecablelaidateachlayerD+50
Morethanonecablelaidateachlayer2D+50
Power
Cablesintrefoil2D+50
cables
Morethanonecircuitofcablesintrefoil3D+50
CableslaidintrunksH+80
:
Notes1Hreferstotheouterheihtoftrunks.
g
2Dreferstothenominaloutsidediameteroffinishedcables.
/
4.1.3Thenetdistancebetweenthefloorceilinandcable
g
,
supportsthatareinstalledincabletroughstunnelsorinterlayers
shouldnotbelessthanthevaluessecifiedinTable4.1.3.
p
Table4.1.3Minimumnetdistancebetweencablesuorts
pp
/()
andfloorceilinmm
g
LainlocationVerticalnetdistancetofloorVerticalnetdistancetoceilin
ygg
Incabletrouh10150
g
Incabletunnel
10100
orinterlayer
:,
NoteForverticalsnake-laincablestheverticalnetdistancetothefloorshall
yg
comlwiththereuirementsforsnakelain.
pyqyg
,
4.1.4Thenetwidthofaccessesincabletrouhstunnelsor
g
workingshaftsshouldnotbelessthanthevaluesspecifiedin
Table4.1.4.
··
8Table4.1.4Permissibleminimumnetwidthofaccessesin
,()
cabletrouhstunnelsorworkinshaftsmm
gg
Depthofcabletroughs
Excavatedtunnel
ArranementofNon-excavated
g
orenclosed
600
cablesupportstunnel
≤≥workinshaft
g
6001000
1000
*
Bothsides3005007001000800
*
Singleside300450600900800
:,
Notes1Whenshallowtroughsarenotprovidedwithcablesupportscableaccessis
notnecessar.
y
,
2Forthearranementinnon-enclosedworkinshaftsrefertothatin
gg
cabletrouhs.
g
4.1.5Thelengthofsectionalizedcablesshallbedesigned
takinintoaccounttheermissibleinducedvoltaeofcable
gpg
,,
sheaththemanufacturincaabilittransortationand
gpyp
installationconditions.
,
4.1.6Duringcablelayingthepullingforceandsidewall
ressureofcablesshallnotexceedtheermissiblevalues
pp
secifiedinAendixA.
ppp
,
4.1.7Inenclosednon-buildinstructuresforlaincablessuch
gyg
,,,
astunnelstroughsworkingshaftsandinterlayersthermal
,
iinshallnotbearraned.Inadditioniincontainin
ppggppgg
inflammableasorliuidmustnotentersuchsace.
gqp
4.2SelectionofCableLayingMode
4.2.1Thecablelainmodesshallbeselectedtakininto
ygg
,
accountsuchfactorsastheenineerinconditionsenvironmental
gg
··
9,
characteristicsandcabletypeandquantityaswellasthe
,
reuirementsforreliableoerationeasmaintenanceandtechnical
qpy
andeconomicrationalit.
y
4.2.2Thenumberofcablesapplicabletodifferentlaying
modesshouldbeselectedaccordingtoTable4.2.2.
Table4.2.2Lainmodesandthelannednumberofcables
ygp
LainmodePlannednumberofcables
yg
Directburin6andbelow
yg
Cableductortroughlaying24andbelow
Cabletunnellaying18andabove
4.2.3Thedirectburinmodeshallbeselectedaccordinto
ygg
:
thefollowinreuirements
gq
1Directburinmabeadotedinareasnotsuitablefor
ygyp
,
frequentexcavationorareasunderneathurbansidewalks
,
whereexcavationandreairiseasorareasonedesofroads
pyg
andbuildins.
g
2Directburyingshouldnotbeadoptedinareaswhere
undergroundpipenetworksaredenseorareaswithapotential
ofleakaeoffusedmetalandhih-temeratureliuidorareas
ggpq
suscetibletofreuentexcavationfordeveloment.
pqp
3Directburyingshallnotbeadoptedinsoilsexposedto
chemicalcorrosionorstracurrentcorrosion.
y
4.2.4Iftherearealarenumberofcableswhilereeated
gp
,
excavationisnotfeasiblecableductlaincanbeselected.
yg
4.2.5Cabletroughlayingshallnotbeselectedinareaswith
leakaeofchemicalcorrosiveliuidorhih-temeraturefused
gqgp
metal.
··
104.2.6Cabletunnellayingshallbeselectedaccordingtothe
:
followinreuirements
gq
1Thenumberofcablesissolarethatitexceedsthe
g
,
appropriatenumberofcablesforcableductsandtroughs
cablestunnelsshallbeadoted.
p
2Inareaswithleakageoffusedmetalandhigh-
,
temeratureliuidcablestunnelsshouldbeadoted.
pqp
,
3For500kVcablescabletunnelsshouldbeadoted.
p
4.3DirectBurin
yg
4.3.1Theburialdethofcablesshallcomlwiththe
ppy
:
followinreuirements
gq
1Thedistancefromthetoofcabletotheround
pg
surfaceshallnotbelessthan0.7m.Whencablesarelaid
,
underneathroadwasorfarmlandstheburialdethshallbe
yp
;
aroriatelincreasedandshouldnotbelessthan1.0m
pppy
,
whencablesareledintobuildingscrossunderground
,
buildinsorbassbuildinsthemabeburiedshallowl
gypgyyy
providedthatsuitableprotectivemeasuresaretaken.
,
2Whenlaidinfrozensoilareascablesshouldbeburied
;,
underthefrozensoillaeriftheconditiondoesnotermit
yp
measuresshallbetakentoprotectthecablesfromdamage.
4.3.2Directlburiedcablesshallbecoveredwithfinesand
y
orsoilatleast100mmthickimmediatelyaboveandbelowthe
cablesallalonthecablerouteandthencoveredwitha
g
rotectiveslabextendin50mmfromthecablesoneitherside.
pg
Whencablesarelaidinprefabricatedreinforcedconcrete
,
trunksfinesandorsoilatleast100mmthickshallbelaced
p
··
11,
firstinsidethetrunks.Aftercablesarelaidthetrunksshall
befullfilledwithfinesandorsoilandthencovered.
y
,
4.3.3Inthecaseofdirectburincablesidentification
yg
:
shallcomplywiththefollowingrequirements
1Consicuouswarnintaesshallbelaidonthetoof
pgpp
protectiveslabsortrunklidsallalongthecableroute.
2Consicuousorientationmarksorstakesshallbeset
p
,,
atturninointsointsandentriestobuildinsandalon
gpjgg
thestraightrouteatacertaininterval.Thespacingbetween
suchmarksorstakesshouldnotbelarerthan50m.
g
4.3.4Whendirectlyburiedcablescrossurbantrafficroadsand
,
railwaysprotectivemeasuresshallbetakenappropriately.
4.4CableDuctLaying
4.4.1Thedesinofcableductsshallcomlwiththe
gpy
:
followinreuirements
gq
1Inadditiontothecableductholesrequiredforlaying
,
cablesinaccordancewithlon-termridlanninasuitable
ggpg
numberofspareholesshallbereservedaswell.
2Cableductsusedforlainsinle-corecablesshallbe
ygg
,
madeofnon-maneticandenvironmentall-friendlmaterials
gyy
andthoseforlayingthree-corecablesmaybereinforced
concreteieswithsmoothinnersurfacesoralvanizedsteel
ppg
pipes.
3Thethicknessofoverlainsoilabovethetoofcable
ygp
ductsshouldnotbelessthan0.5m.Whencablesincable
,(),
ductscrossothercablesductstroughsorotherstructures
thedistancetherebetweenshallbeassecifiedinTable5.3.5
p
··
12ofthecurrentnationalstandardStandardforDesignof
CablesoElectricPowerEnineerinGB50217.
fgg
4Theinnerdiameterofacableductshouldnotbe
smallerthan1.5timesthecableoutsidediameterincaseof
onecableorthecircumscribedcirclediameterincaseof
multiplecables.
5Thecableductsshallbemadetobelinearasractical
p
,
asossible.Wherethehavetobeclearofobstaclesthe
pyy
maybemadeinarc-shapedwithanarcradiusbeingnoless
,
than12m.Ifriidductsareemloedthebendinanleat
gpygg
thelocationwheretwoneighboringductsjoinshallnotbe
larerthan2.5°.
g
6Wherecableductsbeardnamicloadsfromtheround
yg
,
surfacethepointswhereneighboringductsjoinmaybe
reinforcedlocallusinreinforcedconcreteorsuorts.
ygpp
4.4.2Theworkinshaftsincableductsshallcomlwith
gpy
:
thefollowingrequirements
1Theintervalbetweenworkinshaftsthatarebuiltfor
g
cableductsmustbecalculatedanddeterminedbasedonboth
thecablewiththereatestweihtandthecablewiththe
gg
minimumermissibleullinforceandsidewallressurein
ppgp
thesamecableduct.Themaximumintervalcanbecalculated
accordintoAendixB.
gpp
2Thelengthofaworkingshaftshallbedetermined
basedonthesizeofthecableointwiththelarestlenththat
jgg
islaidinthisworkinshaftandthesizeoftheoffsetnecessar
gy
foraccommodatingthethermalexpansionandcontractionof
thecableslaidinthecableduct.Theoffsetshallbesizedsuch
··
13thatthemetalsheathswillnotgetfatiguedduringtheservice
lifeccleofthecables.Thelenthofaworkinshaftcanbe
ygg
calculatedaccordintoAendixB.
gpp
3Thenetwidthofaworkingshaftshallbedesigned
basedonthecableointhavinthelarestdiameterthatislaid
jgg
,
inthisworkingshaftthequantityofjointsandthespace
necessarforlacinconstructiontools.Thenetheihtofa
ypgg
workinshaftshallbedesinedbasedontheuantitofoints
ggqyj
andthenetdistancebetweenjointsbeingnolessthan100mm.
Thenetheihtofanenclosedworkinshaftshouldnotbeless
gg
than1.9m.
4Eachenclosedworkinshaftshallberovidedwith
gp
twosafetholeseachhavinadiameterofnolessthan700mm
yg
onthecelling.
5Onthefloorofeachworkinshaftthereshallberovided
gp
withcollectinitsandrin-ullitsandthedrainaesloe
gpgppgp
towardsthecollectingpitsshallnotbelessthan0.5%.
,
6Insideeachworkinshaftironartsnecessarforthe
gpy
installationofsupportingcolumnsshallbeembeddedonboth
,
sides.Inadditionliftinrinsforcableliftinandullin
gggpg
,
rinsforcablelainshallbeembeddedatceilinfloorand
gygg
jointswithcableducts.
7Allthemetalmembersinstalledinaworkinshaft
g
shallbeconnectedwithgroundingdevicesviagalvanizedflat
steel.Eachworkinshaftshallberovidedwithroundin
gpgg
deviceswitharoundinresistanceofnomorethan10Ω.
gg
4.4.3Thejointsandsingle-corecablesinworkingshafts
mustbefixedwithcleatsmadeofnon-maneticmaterialsor
g
··
14cleatswithmagneticisolationtreatment.
4.4.4Theoeninsofcableductsonbothsidesofworkin
pgg
shaftsshallbeplugged.
,
4.4.5Incableductswithasloereaterthan10%the
pg
workingshaftatthehigherelevationendshallbeprovided
withmemberstoreventcablesfromsliindowndueto
pppg
thermalexpansionandcontraction.
4.5CableTunnelLain
yg
4.5.1Theminimumdistancebetweencabletunnelsandadacent
j
()
buildinsnonbuildinstructuresorielinesshallcomlwith
ggpppy
,
applicablenationalspecificationscurrentlyinforceandshouldnot
besmallerthanthevaluessecifiedinTable4.5.1.Ifsuch
p
,
requirementscannotbesatisfiednecessarymeasuresshallbetaken
durindesinandconstruction.
gg
Table4.5.1Minimumdistancebetweencabletunnelsand
()()
adacentbuildinsnonbuildinstructuresorielinesm
jggpp
Excavated
ConstructionschemeNon-excavatedtunnel
tunnel
ParalleldistancebetweencabletunnelNolessthantheoutside
≥1.0
()
andbuildingsnonbuildingstructuresdiameterofthetunnel
ParalleldistancebetweencabletunnelNolessthantheoutside
≥1.0
andundergroundpipelinediameterofthetunnel
Distancebetweencabletunneland
Nolessthantheoutside
undergroundpipelinethatthecable≥0.5
diameterofthetunnel
tunnelcrosses
4.5.2Thecross-sectionalareaofcabletunnelshallbe
determinedbasedonallthecablesandancillariescontained.
··
15,
Thelayoutofcablesshallnotinterferewithsafeoperation
shallaccommodatethesacesreuiredforcablelainand
pqyg
,
routinemaintenanceandatrolinsectionandshallcoml
pppy
:
withthefollowingrequirements
1Thenetheihtofaccessesinsidecabletunnelsshould
g
,
notbelessthan1900mmandthenetheightofshort-distance
sacesforhumanactivitiesorlocalsectionswherethecable
p
tunnelscrossotherductsortrouhsshallnotbelessthan
g
1400mm.
2Thedistancefromcablesuortsincabletunnelsto
pp
thefloorshallcomplywiththerequirementsofArticle4.1.3.
3Thenetwidthofaccessesinsidecabletunnelsshall
comlwiththereuirementsofArticle4.1.4.
pyq
4.5.3Thedesignservicelifeandsafetygradeofcable
tunnelsshallcomlwithalicablenationalsecifications
pyppp
currentlinforce.
y
,
4.5.4Cabletunnelsshallbeofwaterproofdesignandshall
comlwithalicablenationalsecificationscurrentlin
pypppy
force.
4.5.5For66kVandabovesinle-corecablesthatarelaidin
g
,
tunnelssnakelainshallbedesinedbasedonthethermal
ygg
expansionandcontractionofcables.RefertoAppendixCfor
,
calculationofthelateraldislacementthermalexansionand
pp
contractionandaxialforceofsnakearc.
4.5.6Whencablesinsnakelainmodearefixedonto
yg
,
suortsarubberadshallbelacedandthefollowin
ppppg
:
requirementsshallbemet
,
1Whereverticalsnakelainisemloedcablesshall
ygpy
··
16befixedontothesupportswithmetalcleatsonthetopofevery
,
5-6snakearcsandatthelocationsnearbtheointswhilethe
yj
otherartshallbefixedontothesuortsusinroesor
pppgp
cleatswithsufficientstrength.
,
2Incaseofhorizontalsnakelaincablesshallbe
yg
fixedinthefireprooftrunksoronsupportswithcleatsatthe
half-itchsectionofeachsnakearc.
p
3Thebindinstrenthofroesshallbecheckedaainst
ggpg
theelectrodynamicforceoccurringwhenthemaximumshort-
circuitcurrentflowsthrouhthesinle-corecablesthatare
gg
bound.
(
4Whencablesaredirectllaidonsuortsfor
ypp
,)
examleinsnakelainintunnelswithasloereaterthan
pygpg
,
10%theyshallbefixedontothesupportswithcleatsonthe
toofeachsnakearcandatthelocationsnearbtheointsso
pyj
astoreventdislacementofcablesasaresultofthermal
pp
expansionandcontraction.
4.5.7Cablesshallbelaidfrombottomtotointunnelsin
p
thesequencefromhighestvoltageclasstolowestvoltage
,
classandfromstroncurrenttoweakcurrentcontroland
g
sinalcablesandcommunicationcables.Cablesofdifferent
g
voltageclassesshouldnotbelaidonthesamelayer.
4.5.8Cablesshallberiidlfixedwithcleatsonbothsides
gy
,
ofintermediatejointsandthenumberofcleatsrequiredshall
bedeterminedthrouhcalculation.
g
4.5.9Thebendinradiusofcabletunnelsshallcomlwith
gpy
therequirementsofArticle4.1.1.
4.5.10Ifthelonitudinalsloeofcabletunnelsislarer
gpg
··
17,
than10°anti-slippingterraceorstepsshallbeprovidedfor
ersonnelaccesses.
p
4.5.11Cabletunnelsandworkinshaftsshallberovidedwith
gp
:
safetyholesinaccordancewiththefollowingrequirements
1Nolessthantwoholesshallberovidedalonthe
pg
longitudinaldirectionofthetunnel.Inpublicareasincities
,
andtownsthesacinbetweensafetholesinexcavated
pgy
,
tunnelsshouldbeabout200mandthatinnon-excavated
tunnelsshouldbedeterminedcomprehensivelyconsidering
,,
suchfactorsastheconstructionconditionscablelain
yg
ventilationandfireprotection.Ifnosafetydoorisprovidedat
,
thestartandendofthetunnelsafetholesshouldbe
y
rovidedatthedistanceofnomorethan5m.
p
2Safetyholesinpublicareasshallbeprovidedwith
devicestoreventtheftandinvasion.
p
3Thereshallbeatleastonesafetholethatsuitshandlin
yg
ofinstallationmachineriesandequipment.Thediametersofsafety
holesforersonnelaccessshallnotbelessthan700mm.
p
,
4Safetyholesshallbeequippedwithladdersandthe
,
facilitiesleadintosafetdoorssuchaswalkwasor
gyy
,
staircaseshallberovidedaswell.
p
5Thesafetyholesexposedabovethegroundsurface
shouldbeawafromublictransortfacilities.
ypp
4.5.12Theclearancedimensionsofentranceandexitshall
besufficientforaccessinofoerationersonnelandforcable
gpp
lain.Theentranceandexitshouldbearranedbasedon
ygg
,
tunnelworkingshaftsandthebuildingexposedabovethe
roundsurfaceshallbedesinedinharmonwithlocal
ggy
··
18landscape.
4.5.13Cabletunnelworkinshaftsshallhavethesacefor
gp
ersonnelactivitiesandshouldcomlwiththefollowin
ppyg
:
requirements
,
1Ifworkinshaftsarenohiherthan5mladderscan
gg
beprovided.
,
2Ifworkinshaftsarehiherthan5mstaircases
gg
shouldberovidedandintermediatelatformsshouldbe
pp
providedatanintervalof4m.
3Ifworkinshaftsarehiherthan20mandthenumber
gg
,
ofcablesislargeorthecablesareofhigherimportance
simleelevatorsmaberovided.
pyp
,
4.5.14Theinterfacesofcabletunnelswithowerlants
pp
,,,
substationsdirectlyburiedcablescableductscabletrough
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