GB 51160-2016 纖維增強塑料設備和管道工程技術規(guī)范

水印

人人文庫

NATIONALSTANDARD

OFTHEPEOPLE'SREPUBLICOFCHINA

TECHNICALCODEFORFIBREREINFORCEDPLASTICS

EQUIPMENTANDPIPINGENGINEERING

GB51160-2016

DevelopedbyBranchofChemicalIndustry，ChinaAssociationforEngineering

ConstructionStandardization

ApprovedbyTheMinistryofHousingandUrbanRuralDevelopmentof

-

thePeople'sRepublicofChina

ImplementationDateAugust1，2016水印

人人文庫

ChinaPlanningPress

Beijing2021

ChineseeditionfirstpublishedinthePeoplesRepublicofChinain2016

EnglisheditionfirstpublishedinthePeoplesRepublicofChinain2021

byChinaPlanningPress

rd

，，水印

3FloorCTowerGuohongBuilding

No.A11，Muxidi-Beili，XichengDistrict

Beijing，100038

PrintedinChinabyBeijingJingyintangGraphicPrintingCenter

?2016bytheMinistryofHousingandUrban-RuralDevelopmentof

thePeoplesRepublicofChina

Allrightsreserved.Nopartofthispublicationmaybereproducedortransmittedinanyformor

byanymeans人人文庫，graphic，electronic，ormechanical，includingphotocopying，recording，

oranyinformationstorageandretrievalsystems，withoutwrittenpermissionofthepublisher.

Thisbookissoldsubjecttotheconditionthatitshallnot，bywayoftradeorotherwise，belent，

resold，hiredoutorotherwisecirculatedwithoutthepublisherspriorconsentinanyformof

blindingorcoverotherthanthatinwhichthisispublishedandwithoutasimilarcondition

includingthisconditionbeingimposedonthesubsequentpurchaser.

ISBN978-7-5182-1270-5

中華人民共和國住房和城鄉(xiāng)建設部公告

2021年第11號

住房和城鄉(xiāng)建設部關于發(fā)布《纖維增強

塑料設備和管道工程技術規(guī)范》

等7項工程建設標準英文版的公告

現(xiàn)批準《纖維增強塑料設備和管道工程技術規(guī)范》（GB51160-2016）、《工業(yè)企業(yè)電氣設備

抗震鑒定標準》（GB50994-2014）、《石油庫設計文件編制標準》（GB/T51026-2014）、《石油化

工工程地震破壞鑒定標準》（GB50992-2014）、《鋼鐵工業(yè)環(huán)境保護設計規(guī)范水印》（GB50406-

2017）、《鋼鐵工業(yè)資源綜合利用設計規(guī)范》（GB50405-2017）、《尾礦設施設計規(guī)范》

（GB50863-2013）英文版。工程建設標準英文版與中文版出現(xiàn)異議時，以中文版為準。

以上7項工程建設標準英文版由住房和城鄉(xiāng)建設部組織中國計劃出版社有限公司出版發(fā)行。

中華人民共和國住房和城鄉(xiāng)建設部

2021年1月25日

人人文庫

AnnouncementoftheMinistryofHousingandUrban-Rural

DevelopmentofthePeople'sRepublicofChina

No.1026

AnnouncementoftheMinistryofHousingandUrbanRural

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DevelopmentonPublishingNationalStandardofTechnical

CodeforFibreReinforcedPlasticsEquipmentand

PipingEngineering

TechnicalCodeforFibreReinforcedPlasticsEquipmentandPipingEngineeringhasbeen

approvedasanationalstandardwithaserialnumberofGB51160-2016，andwillbeimplementedon

August1，2016.Inthiscode，Articles（oritem）3.4.2，3.4.3（1）and7.1.3（3）aremandatoryonesandmust

beimplementedstrictly.水印

AuthorizedbytheResearchInstituteofStandardsandNormsofMinistryofHousingandUrban

-

RuralDevelopmentofthePeople'sRepublicofChina，thiscodeispublishedanddistributedbyChina

PlanningPress.

MinistryofHousingandUrbanRuralDevelopmentofthePeople'sRepublicofChina

-

January1，2016

人人文庫

Foreword

ThiscodeispreparedbyChinaPetroleumandChemicalEngineeringSurveyandDesign

AssociationandShanghaiFuchenChemicalCo.，Ltd.togetherwithotherinvolvedorganizations.

accordingtotherequirementsofDocumentJIANBIAO［2013］No.6issuedbytheMinistryofHousing

andUrbanRuralDevelopment（MOHURD）

-"NoticeonPrintingandDistributing'theDevelopment

.

andRevisionPlanofNationalEngineeringConstructionStandardsin2013'"

Inpreparingthiscode，thedevelopmentteamcarriedoutinvestigationandresearch，testsand

verification，summarizedtheapplicationexperienceofChinesefibrereinforcedplasticsequipmentand

pipingengineeringtechnology，madereferencetotheadvancedcodesandstandardsinChinaand

abroad，basedonextensiveconsultation，reviewedandfinalizedthiscode.

Thiscodeconsistsof11chaptersand11appendixes，covering:generalprovisions，terms，basic

requirements，materials，equipmentdesign，pipingdesign，manufacture，qualitycontrolandinspection，

marking，packing，transporting，storing，installation，projectacceptance.

Theprovisionsprintedinboldtypearemandatoryonesandmustbeimplementedstrictly.

Thiscodeisunderthejurisdictionof，anditsmandatoryprovisions水印areinterpretedbytheMinistry

ofHousingandUrbanRuralDevelopmentofthePeoplesRepublicofChina.TheBranchofChemical

-'

Industry，ChinaAssociationforEngineeringConstructionStandardizationisresponsibleforitsroutine

management，andShanghaiFuchenChemicalCo.，Ltd.isinchargeofexplanationoftechnical

specification.Duringtheimplementationofthiscode，anycommentsandadvicescanbepostedor

passedontoShanghaiFuchenChemicalCo.，Ltd.（Address:521B，No.251CaoxiRoad，Xuhui

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District，Shanghai；Postcode:200235）.

ChiefDevelopmentOrganizations，CoDevelopmentOrganizations，ParticipatingOrganizations，

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ChiefDraffters，ChiefReviewersandChiefTranslatersofthiscode:

ChiefDevelopmentOrganizations：

ChinaPetroleumandChemicalEngineeringSurveyandDesignAssociation

ShanghaiFuchenChemicalCo.，Ltd.

Co-DevelopmentOrganizations：

ShijiazhuangDevelopmentZoneJiyuanTechnologyCo.，Ltd.

人人文庫XinjiangPengyuanNewMaterialCo.，Ltd.

EastChinaUniversityofScienceandTechnology

ChinaWuhuanEngineeringCo.，Ltd.

SinopecNanjingEngineeringCo.，Ltd.

ChinaEnfiEngineeringTechnologyCo.，Ltd.

JizhouZhongyiCompositeMaterialCo.，Ltd.

JiangxiCopperGroupCompanyGuixiSmeltingPlant

ChangzhouHuakePolymerCo.，Ltd.

JinchuanGroupEngineeringConstructionCo.，Ltd.

JilinDesignInstituteofCNPCNortheastRefiningandChemicalEngineeringCo.，Ltd.

·1·

Ashland（China）InvestmentCo.，Ltd.

ChinaPowerEngineeringConsultingGroupEastChinaPowerDesignInstitute

Co.，Ltd.

ChinaMetallurgicalOrientEngineeringTechnologyCo.，Ltd.

HebeiHengxingEnvironmentalProtectionEquipmentEngineeringCo.，Ltd.

NationalChemicalConstructionStandardizationManagementCenter

ParticipatingOrganizations：

TaishanFibreglassCo.，Ltd.

ChongqingInternationalCompositeMaterialsCo.，Ltd.

GuangdongXianliFibreReinforcedPlasticCo.，Ltd.

DeyangShuangquanFRPProductsCo.，Ltd.

ChiefDrafters:

LUShipingLIGuoshuWANGLeiHOURuigangTANGWenyong

WANGZhengzhuYUQunZHAOAijunLANLiqinLIUSu

JIANGXianlongLUYuechiWANGTiantangZENGShaoJUYuanqin

JIANGGuoxianZHANGWeixiuYUANYeLAIXiaodongLIDasheng

NIUChunliangGUOQuanguoLUTianZHAOGuiqinGAOShangwen

LIYe

ChiefReviewers:水印

CHENBoNILizhongZHUSirongGUOWenqiangSHAYuan

ZHANGShiguangWANGQianghuaZHANGLinwenLVHuimin

WANGJiandongJILi

ChiefTranslaters:

ZHUSirongLUQi'aoLIGuoshuWANGLeiLUShiping

人人文庫

·2·

Contents

1Generalprovisions……………（1）

2Terms…………………………（2）

3Basicrequirements……………（3）

3.1Generalrequirements……………（3）

3.2Functionalrequirements…………（3）

3.3Designconditionsanddocuments…………………（4）

3.4Overpressureprotection…………（4）

4Materials………………………（6）

4.1Generalrequirements……………（6）

4.2Rawmaterials…………………（6）

4.3Materialpropertiesoflaminaandlaminate…………（8）

5Equipmentdesign………………（19）

5.1Generalrequirements……………（19）

5.2Loadandaction………………（20）

5.3Structuralcalculation……………水?。?1）

5.4Structuraldesign………………（43）

6Pipingdesign……………………（53）

6.1Generalrequirements……………（53）

6.2Configurationdesign……………（54）

6.3Structurecalculation……………（65）

6.4Pipingstresscalculationandflexibilityanalysis……………………（76）

7Manufacture……………………（87）

7.1Generalrequirements……………（87）

7.2Manufactureforequipmentandpiping……………（88）

7.3Qualitycontrolofmanufactureprocess……………（89）

7.4Faultandrepair…………………（90）

7.5Secondarybonding………………（91）

8Qualitycontrolandinspection…………………（93）

8.1Generalrequirements……………（93）

8.2Qualityinspection人人文庫documents……………………（93）

8.3Rawmaterialtestingandinspection………………（94）

8.4Productmeasurement，inspectionanddetermination………………（97）

9Marking，packing，transporting，storing………（106）

9.1Equipment……………………（106）

9.2Piping…………………………（107）

10Installation……………………（108）

10.1Generalrequirements…………（108）

10.2Equipmentinstallation…………（108）

10.3Pipinginstallation………………（109）

·1·

10.4Usageandmaintenance…………（112）

11Projectacceptance……………（114）

AppendixASubitemdesignfactorK'sdeterminationforcorrosionresistant

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innerlinerlayeroffibrereinforcedplasticsequipment……………（116）

AppendixBCorrosionmediumclassification……………………（121）

AppendixCHorizontalvesseldesign……………（122）

AppendixDFlangedesign………………………（130）

AppendixEGroundanchordesign………………（138）

AppendixFReinforcedflange'sspecificationforopeningholetanktop………（148）

AppendixGCalculatingprocessforpipelinestructuredesign…………………（149）

AppendixHCalculatingofpipingpressureloss…………………（150）

AppendixJSecondarybondingfabricationevaluation…………（152）

AppendixKMeasurementandtestforinterlaminarshearstrengthoflaminates………………（154）

AppendixLMeasurementandtestforlapshearstrengthofbondbetweenlaminates…………（155）

Explanationofwordinginthiscode………………（156）

Listofquotedstandards……………（157）

水印

人人文庫

·2·

1Generalprovisions

1.0.1Thiscodeispreparedwithaviewtoimprovetheapplicationleveloffibrereinforcedplastics

equipmentandpipingengineering，andtoachieveadvancedtechnology，safetyandusability，economy

andrationality，andqualityassurance.

1.0.2Thiscodeisapplicabletothedesign，manufacture，installationandengineeringquality

acceptanceofintegralfibrereinforcedplasticsequipmentandpipingformedbywinding，sprayingand

handlayup.

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1.0.3Thiscodeisnotapplicabletothefollowingdesignoffibrereinforcedplasticsequipmentand

piping：

1Transporttank，buriedcontainer，storagetanksanddoublewalledtanks；

Irregularshape（nogyrating）containers，tanksandtowers；

2-

3Equipmentandpipingforhighlytoxicorradioactivechemicals；

4Buriedwatersupplyanddrainagepipes；

5Chimneysandflues；

6Oilandgasgatheringandtransportationpipes.水印

1.0.4Inengineeringapplicationsoffibrereinforcedplasticsequipmentandpiping，inadditiontothe

requirementsstipulatedinthiscode，thosestipulatedinthecurrentrelevantstandardsofthenationshall

becompliedwith.

人人文庫

·1·

2Terms

2.0.1Unit

Thereciprocaloftheunitareamassoffibrereinforcedmaterial（kg/m2）andunitwidth（mm）ofa

lamina，withunitof1/（mm·kg/m2）；orthereciprocaloftheunitwidth（mm）ofalaminate，withunitof1/mm.

2.0.2Unittensilestrength

Ultimatetensileloadperunitwidthandunitareamassoffibrereinforcedmaterialofalamina，with

unitofN/（mm·kg/m2）.

2.0.3Unittensilemodulus

Theratioofthetensileloadtothecorrespondingstrainperunitwidthandunitareamassoffibre

reinforcedmaterialofalamina，withunitofN/（mm·kg/m2）.

2.0.4Tensileloadcarryingcapacityofalaminate

Ultimatetensileloadofunitwidthlaminate，withunitofN/mm.

2.0.5Laminateunittensilestiffness

Ratiooftensileloadtocorrespondingstrainofunitwidthlaminate，withunitofN/mm.

2.0.6Designthicknessofstructurallayer

Thicknessofstructuralcalculationformainloadinlayer，whichdoes水印notincludethethicknessof

liningandoutersurface.

2.0.7Designthickness

Theentirelayerthicknessincludingthethicknessofthestructurallayer，thethicknessofthelining

andtheoutersurface.

2.0.8Simplifiedfailureenvelope

Asimplifiedpolygonallineforthebiaxialstressfailurecurvesofanisotropicmaterials.

2.0.9Airbubble

Acavityformedbyairretentioninalayer.

2.0.10Chip

Asmallpieceofdamageontheedgeorsurfaceofalayer.

2.0.11Crazing

Irregularminorcrackonthesurfaceofalayer.

2.0.12Dryspot

Areaswherefibres人人文庫arenotadequatelysaturatedwithresin.

2.0.13Exposedfibre

Thesurfaceoredgefibresareexposed.

2.0.14Pit

Acraterareaofalayer.

2.0.15Scratch

Scoringorshallowmarkonthesurfaceofalayer.

2.0.16Wrinkle

Wavysurfaceofthelayerduetoirregularshapeoroverlappingofthestructure.

·2·

3Basicrequirements

3.1Generalrequirements

3.1.1Thedesignpressurerangeoffibrereinforcedplasticsequipmentshallbeinaccordancewiththe

followingrequirements：

1Wherethediameterislessthanorequalto4m，thedesigninternalpressureshallnotbelarger

than1.0MPa，andtheproductofthedesigninternalpressureanddiametershallnotbelargerthan

2.4MPa·m，andthedesignexternalpressureshallnotbelargerthan0.1MPa；

2Wherethediameterislargerthan4m，thedesigninternalpressureshallnotbelargerthan

2.0kPa，andthedesignexternalpressureshallnotbelargerthan0.5kPa.

3.1.2Thedesignpressurerangeoffibrereinforcedplasticpipingshallbeinaccordancewiththe

followingrequirements：

1Wherethediameterislessthanorequalto600mm，thedesigninternalpressureshallnotbe

largerthan1.0MPa；

2Wherethediameterislargerthan600mmandlessthanorequalto1200mm，thedesigninternal

pressureshallnotbelargerthan0.6MPa；水印

3Externalpressureshallnotbelargerthan0.1MPa.

3.1.3Whenthedesignpressureanddiameteroffibrereinforcedplasticsequipmentandpipingdonot

conformtothescopestipulatedinArticles3.1.1and3.1.2ofthiscode，thematerialpropertiesshallbe

determinedbytesting.

3.1.4Thedesigntemperaturerangeoffibrereinforcedplasticequipmentshouldbe-40℃to+120℃，

andthedesigntemperaturerangeofpipingshouldbe-30℃to+110℃.Whenthetemperaturerangeis

notsatisfied，theperformanceofthematerialshallbedeterminedbytesting.

3.2Functionalrequirements

3.2.1Flameretardantresinsoradditivesshallbeusedwhenflameretardantperformanceoffibre

reinforcedplasticsequipmentandpipingisrequired.

3.2.2Conductivecarbonfibresorconductivefillersshallbeusedwhenfibrereinforcedplastics

equipmentandpipingarerequiredtohaveantistaticproperties，andthecontinuoussurfaceresistivity

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shallnotbelarger人人文庫than1.0×106Ωorthevolumeresistivityshallnotbelargerthan1.0×106Ω·m.The

electrostaticgroundingshallmeettherequirementsoftherelevantprovisionsofSH3097Codeforthe

DesignofStaticElectricityGroundingforPetrochemicalIndustry，thecurrentindustrystandard.

3.2.3Whenwearresistanceoffibrereinforcedplasticequipmentandpipingarerequired，wear

resistantfillersshallbeaddedtotheresinorothertechnicalmeasuresshouldbetaken.

3.2.4Whenthereisfoodhygienerequirementforfibrereinforcedplasticsequipmentandpiping，it

shallmeettherequirementsofthecurrentnationalstandardsGB/T14354FoodContainersofGlass

FibreReinforcedUnsaturatedPolyesterResinandGB/T5009.98MethodforAnalysisofHygienic

StandardofUnsaturatedPolyesterResinandGlassFibreReinforcedPlasticsUsedasFood

ContainersandPackagingMaterials.

·3·

3.3Designconditionsanddocuments

3.3.1Thedesignconditionsofthefibrereinforcedplasticequipmentandpipingprovidedbytheclient

shallincludethefollowingcontents：

1Componentsandcharacteristicsofmedium；

2Operatingparameterssuchasworkingpressure，workingtemperature，liquidlevel，velocityand

branchload；

3Processdescription；

4Geometricparameters，nozzleorientationandsupporttype；

5Naturalconditionssuchasambienttemperature，seismicfortificationintensity，windandsnow

loads，etc.；

6Otherconditions.

3.3.2Beforemanufacturingfibrereinforcedplasticsequipmentandpiping，themanufacturershall

havedesigndocumentssuchasdesigntasksheets，calculationsheets，designdrawings，design

specifications，etc.

3.3.3Thefollowingcontentsshallbeincludedinthedesigndrawingandthedesignspecifications：

1Nameandclassificationofproject，majorregulations，specificationsandproductstandardsfor

designandmanufacture；

2Workingpressure，workingtemperature，composition，characteristics水印，velocity，toxicityand

explosionhazardofthemedium；

3Designtemperature，designpressureandwind，snowandearthquakeloads；

4Types，gradesandspecificationsofmainrawmaterials；

5Maincharacteristicparametersanddeviationcontrolrangeofequipmentdiameter，height，

volume，pipediameter，lengthandsoon；

6Layersequence，numberoflayers，thicknessanddeviationcontrolrangeoffibrereinforced

plasticsequipmentandpiping；

7Accessoriessuchasliftinglug，strutandladder；

8Locationofnameplatesforfibrereinforcedplasticsequipmentandpiping；

9Packaging，transportationandinstallationrequirements；

10Testingrequirements.

3.4Overpressureprotection

3.4.1Allequipment人人文庫inthiscodeshallbeprotectedbyovervoltage.

3.4.2Theovervoltageprotectionoftheequipmentconnectedwiththeatmospheremustbein

accordancewiththefollowingrequirements.

1Shallbeopenatthetop，andshouldbecommunicateddirectlywiththeair；

2Thesectionalareaoftheventshallnotbelessthanthelargervaluebetweentheinletand

outletdimensionsoftheequipment（netcirculationarea）；

3Airtightventmustnotbeprohibited；

4Theoverflowportshallbeinstalled，andthesectionareaoftheoverflowportshallnotbe

lessthantheinletdimension.

3.4.3Overvoltageprotectionforequipmentthatdoesnotinterconnectwiththeatmosphereshallbein

·4·

accordancewiththefollowingrequirements：

1Overpressurereliefdevicesshallbeinstalledforequipmentwithoverpressureduring

operation；

2Theinstallationofoverpressurereliefdeviceshallconformtotherelevantprovisionsof

GB150.1：.

PressureVessels-Part1GeneralRequirements

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人人文庫

·5·

4Materials

4.1Generalrequirements

4.1.1Thematerialselectionoffibrereinforcedplasticequipmentandpipingshallbebasedon

calculating，evaluating，testingandverifyingofthemechanicalproperties，chemicalresistance，physical

propertiesandprocessingpropertiesofthematerials.

4.1.2ThematerialsusedinfibrereinforcedplasticequipmentandpipingshallhaveaMaterialSafety

DataSheet.

4.2Rawmaterials

4.2.1Unsaturatedpolyesterresin，vinylesterresinandepoxyresinshouldbeselectedforfibre

reinforcedplasticequipmentandpiping.Whenothertypesofresinsareselected，theirpropertiesshallbe

determinedbytesting.

4.2.2Resinsusedforfibrereinforcedplasticsequipmentandpipingshallbeinaccordancewiththe

followingrequirements：

1Resinshallmeettheworkingconditionsandformingprocessrequirements水印；

2Resinshallbematchedwithreinforcementmaterial；

3Thesameresinshouldbechosenforliningandstructurallayer；

4Unsaturatedpolyesterresinandvinylesterresinshallbematchedwiththeinitiatorand

acceleratorselected；

5Epoxyresinshallbematchwiththeselectedcuringagent.

4.2.3Thequalityoftheresinshallbeinaccordancewiththefollowingrequirements：

1Thequalityofunsaturatedpolyesterresinshallmeettherelevantrequirementsofcurrent

nationalstandardGB/T8237LiquidUnsaturatedPolyesterResinforFibreReinforcedPlastics；

2Thequalityofvinylesterresinshallmeettherelevantrequirementsofcurrentnationalstandard

GB/T50590TechnicalCodeforAnticorrosionEngineeringofVinylEsterResins；

3Thequalityofepoxyresinshallmeettherelevantrequirementsofcurrentnationalstandard

GB/T13657；

Bisphenol-AEpoxyResin

4ThepropertiesofresincastingbodyshouldbeinaccordancewiththosespecifiedinTable

4.2.3：人人文庫

Table4.2.3Propertiesofresincastingbody

MechanicalpropertyLiningresinStructurallayerresin

Tensilestrength（MPa）≥60.0≥60.0

Tensilemodulus（×103MPa）≥2.5≥3.0

Fractureelongation（%）≥3.5≥2.5

HeatdeflectiontemperatureHDT℃1.80MPa≥T+20

（，，）d

Noterepresentingdesigntemperature.

：Td

·6·

5Thecorrosionresistanceoftheresinmaybedeterminedbythecorrosionresistancedataofthe

resin，existingapplicationexperience，couponorlaboratorytestandverification，etc.Theevaluation

methodshallmeettherequirementsofAppendixAofthiscode.

4.2.4Glassfibreanditsproducts，carbonfibreanditsproducts，syntheticfibreanditsproductsshould

beselectedasreinforcementmaterialsforfibrereinforcedplasticequipmentandpiping.Whenother

typesofreinforcementmaterialsareselected，theirpropertiesshallbedeterminedbytests.

4.2.5Reinforcementmaterialsforfibrereinforcedplasticequipmentandpipingshallbeinaccordance

withthefollowingrequirements：

1Reinforcementmaterialsshallmeettherequirementsofworkingconditionsandmolding

process；

2Thecouplingagentusedinfibresurfacetreatmentshallbematchedwi