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本文(BS EN 12501-1-2003 Protection of metallic materials against corrosion - Corrosion likelihood in soil - General《金属材料的防腐蚀 土壤中腐蚀可能性 总则》.pdf)为本站会员(medalangle361)主动上传,麦多课文库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,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

BS EN 12501-1-2003 Protection of metallic materials against corrosion - Corrosion likelihood in soil - General《金属材料的防腐蚀 土壤中腐蚀可能性 总则》.pdf

1、BRITISH STANDARD BS EN 12501-1:2003 Protection of metallic materials against corrosion Corrosion likelihood in soil Part 1: General The European Standard EN 12501-1:2003 has the status of a British Standard ICS 77.060 BS EN 12501-1:2003 This British Standard was published under the authority of the

2、Standards Policy and Strategy Committee on 6 May 2003 BSI 6 May 2003 ISBN 0 580 41802 2 National foreword This British Standard is the official English language version of EN 12501-1:2003. The UK participation in its preparation was entrusted to Technical Committee ISE/NFE/8, Corrosion of metals and

3、 alloys, which has the responsibility to: A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue un

4、der the section entitled “International Standards Correspondence Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct ap

5、plication. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed;

6、 monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 13 and a back cover. The BSI copyright date displayed in this document indicates when the document was

7、last issued. Amendments issued since publication Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN125011 April2003 ICS77.060 Englishversion ProtectionofmetallicmaterialsagainstcorrosionCorrosion likelihoodinsoilPart1:General Protectiondesmatriauxmtalliquescontrelacorrosion Risq

8、uedecorrosiondanslessolsPartie1:Gnralits KorrosionsschutzmetallischerWerkstoffe KorrosionswahrscheinlichkeitinBdenTeil1: Allgemeines ThisEuropeanStandardwasapprovedbyCENon21February2003. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an

9、Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationtotheManagementCentreortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversioninanyotherlanguagemadeb

10、ytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheManagementCentrehasthesamestatusasthe official versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Neth

11、erlands,Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandUn ited Kingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITEEFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2003CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationa

12、lMembers. Ref.No.EN125011:2003EEN125011:2003(E) 2 Contents page Foreword3 Introduction .4 1 Scope 4 2 Normativereferences 4 3 Termsanddefinitions. .4 4 Generalconcepts .5 4.1 Principles5 4.2 Assessmentofthecorrosionloadinsoil .5 4.3 Classificationofthecorrosionloadinsoil .5 4.4 Riskofappearanceofcor

13、rosiondamageinsoil 6 5 Factorsinfluencingthecorrosionofburiedstructures 6 5.1 General6 5.2 Soilsandbackfillmaterials .6 5.3 Structuresandmetals . 7 5.4 Environment .7 AnnexA (normative) Procedureforassessingthecorrosionloadinsoil8 A.1 Procedure .8 A.2 Preliminaryinquiry . .9 A.3 Sitesurvey. .9 A.4 S

14、oilsampling. .9 AnnexB (informative) Examplesoffactorsinfluencingthecorrosionofburiedstructures 10 B.1 Soilandbackfillmaterial .10 B.2 Structure .10 B.3 Environment .10 AnnexC (informative) Principalfunctionofaburiedstructureandmaintypeofcorrosiontobe considered12 Bibliography 13EN125011:2003(E) 3 F

15、oreword Thisdocument(EN125011:2003)hasbeenpreparedbyTechnicalCommitteeCEN/TC262“Metallicandother inorganiccoatings”,thesecretariatofwhichisheldbyBSI. ThisEuropeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationofanidenticaltextor byendorsement,atthelatestbyOctober2003,andconflict

16、ingnationalstandardsshallbewithdrawnatthelatest byOctober2003. AccordingtotheCEN/CENELECInternalRegulations,thenationalstandardsorganizationsofthefollowing countriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,CzechRepublic,Denmark,Finland, France,Germany,Greece,Hungary,Iceland,Ireland,It

17、aly,Luxembourg,Malta,Netherlands,Norway,Portugal, Slovakia,Spain,Sweden,SwitzerlandandtheUnitedKingdom.EN125011:2003(E) 4 Introduction Corrosionanalysisofaburiedstructureiscomplexduetotheinteractionsofvariousfactorsofthecorrosion system,suchassoil,typeofmetallicmaterial,characteristicsofthestructure

18、andenvironment. Consequently,identificationandassessmentofthefactorspertainingtoagivencorrosionlikelihoodasdefinedin thisEuropeanStandardaretoocomplexforpreciseresultstobeexpectedsolelyfromtheuseofthisEuropean Standard.ThereforethisEuropeanStandardhastobesupplementedbyexpertiseandscientifictraining.

19、 TheEuropeanStandardcomprisestwoparts: Part1:General Part2:Lowalloyedandnonalloyedferrousmaterials. 1Scope ThisEuropeanStandardprovidesabasisforassessingthecorrosionlikelihoodinsoilofburiedmetallicstructures suchaspipelines,sheathedmetalliccables,storagetanks,sheetpilings,supportanchors,culvertsande

20、arth reinforcement. ThispartofthisEuropeanStandarddefinesthegeneralconceptsfortheassessmentmethodandliststhemain factorsinfluencingthecorrosionofburiedstructures. 2 Normativereferences ThisEuropeanStandardincorporatesbydatedorundatedreference,provisionsfromotherpublications.These normativereferences

21、arecitedattheappropriateplacesinthetext,andthepublicationsarelistedhereafter.For datedreferences,subsequentamendmentstoorrevisionsofanyofthesepublicationsapplytothisEuropean Standardonlywhenincorporatedinitbyamendmentorrevision.Forundatedreferencesthelatesteditionofthe publicationreferredtoapplies(i

22、ncludingamendments). EN125012 ProtectionofmetallicmaterialsagainstcorrosionCorrosionlikelihoodinsoilPart2:Low alloyedandnonalloyedferrousmaterials ENISO8044:1999,CorrosionofmetalsandalloysBasictermsanddefinitions(ISO8044:1999). 3 Termsanddefinitions ForthepurposeofthisEuropeanStandard,thetermsanddef

23、initionsgiveninENISO8044:1999andthefollowing apply. 3.1 corrosionload sumofalltheeffectsofacorrosiveenvironmentEN125011:2003(E) 5 3.2 foreigncathode elementoftheenvironmentincontactwiththestructure,withamorepositiveelectrochemicalpotentialthanthe structure,leadingtotheformationofagalvaniccell 4 Gene

24、ralconcepts 4.1Principles TheassessmentofthecorrosionlikelihoodofburiedmetallicstructuresdefinedinFigure1takesinto consideration: soil parameters; characteristicsofthestructureintheabsenceofprotection; environmental factors. Soilparameters Characteristicsofthestructure Environmentalfactors Assessmen

25、tofthecorrosionloadinsoil (Table1) Thisstandard Design Function Riskofappearanceofcorrosion damage (Table2) Serviceability Durability Incombinationwith productstandards Protection Figure1Diagramforassessingthecorrosionlikelihoodinsoil 4.2 Assessmentofthecorrosionloadinsoil Apracticalprocedureforthea

26、ssessmentofthecorrosionloadinsoilisgiveninannexA.Itisastepbystep methodcomprisingthreemainsteps:preliminaryenquiry,sitesurvey,soilsampling. 4.3 Classificationofthecorrosionloadinsoil Foragivenmetal,Table1definesthreeclassesofcorrosionloadinsoil.EN125011:2003(E) 6 Table1Classesofcorrosionloadinsoil C

27、lassesofcorrosion load Classificationintermsofprobability LOW Lowprobabilitythatthecorrosionratewillbeaboveathresholdvalue or thataspecific corrosioneffectwilloccur. MEDIUM Highprobabilitythatthecorrosionratewillbebetweentheupperandlowerthreshold values. HIGH Highprobabilitythatthecorrosionratewille

28、xceedathresholdvalue orthataspecific corrosioneffectwilloccur. NOTE Aspecificcorrosioneffectrelatestotypesofcorrosionsuchaspitting,crevicecorrosion,bimetalliccorrosion, hydrogenembrittlement,corrosionfatigueorstresscorrosioncracking.Ifsuchtypesareexpected,thecorrosionloadshould alwaysbeassumedasHIGH

29、becausequantitativeassessmentofsucheffectsisnotpossible. 4.4 Riskofappearanceofcorrosiondamageinsoil Theriskofappearanceofcorrosiondamagecanbeestimatedfromtheclassofcorrosionloadinsoilin combinationwiththerequirementsconcerningthefunctionofthestructure,itsdesign(material,thickness,.),its serviceabil

30、ityanditsdurability. Theassessmentoftheriskoftheappearanceofcorrosiondamageisnotdetailedinthisstandard.Standards dealingwithprotectivesystemsofspecificburiedmetallicstructuresaretobeusedincombinationwiththe corrosionloadinsoil.SomeguidanceisgiveninTable2. Table2Riskofappearanceofcorrosiondamageandse

31、rviceliferequirements Riskof appearanceof corrosiondamage Servicelife requirements Comments LOW Fulfilled Corrosionresistanceadequate. Noadditionalcorrosionprotectionmeasurerequired. MODERATE Notalwaysensured Corrosionresistancenotalwaysadequate. Monitoringisrecommendedtoassessrisksofcorrosiondamage

32、 andtodecidewhetheradditionalcorrosionprotectionmeasures arenecessary. HIGH Notfulfilled Corrosionresistanceinadequate. Additionalcorrosionprotectionmeasuresrequired. 5 Factorsinfluencingthecorrosionofburiedstructures 5.1General ExamplesoffactorstobeconsideredaregiveninannexB. 5.2 Soilsandbackfillma

33、terials Thisstandardonlyappliestosoilsandbackfillmaterialsindirectcontactwiththestructure.Thesematerialscanbe dividedintothefollowingcategoriesbasedontheirorigin: nativesoils,eitherdisturbedorundisturbed; importedsoils(backfillmaterials): naturalsoils(sand,gravel,crushedlimestone.);EN125011:2003(E)

34、7 artificialsoils:byproducts(granules,),industrialrefuse(ashes,cinders,.),etc. ThemainphysicalandchemicalparametersofsoilsandbackfillmaterialsareconsideredinEN125012. 5.3 Structuresandmetals Thecorrosionofastructureinagivensoildependsonnumerousparametersspecifictoeachstructure,for examplegeometry,co

35、mplexityandoperationalconditions.Moreover,forexistingstructures,corrosionproducts havetobeconsideredasapartofthecorrosionsystem. Whenconsideringthecorrosionofaburiedstructure,theimpairmentofitsfunctionsshouldbetakenintoaccount inrelationtotheexpectedtypeofcorrosion.Themaintypesofcorrosiontobeconside

36、redinrelationtothe principalfunctionaregiveninannexC. Metalsandtheiralloysconsideredinthisstandardcaneitherconstitutethematerialusedforthestructureorthe protectivesystemforthatstructure. 5.4Environment EnvironmentalfactorsarediscussedinEN125012andincludespecialfactorssuchaselectricalinterference wit

37、hinthesoilandforeigncathodes. Thisstandarddoesnotconsiderindetail: cathodicprotectionmeasures(seeEN12954andEN13509); corrosioninsoilduetostraycurrentsfromelectricaldirectcurrent(DC)systems(seeprEN50162); corrosioninsoilduetoinfluencesfromelectricalalternatingcurrent(AC)systems.EN125011:2003(E) 8 Ann

38、ex A (normative) Procedureforassessingthecorrosionloadinsoil A.1Procedure Action Assessment Soiland Backfillmaterials Environment Structure Yes Preliminary Inquiry Sufficient information (Criteria) No No Yes Site Survey Sufficient information (Criteria) No Criteria Soil Sampling Corrosionloadinsoil

39、Aftereachstep,thedecisionwhethertostoportocontinuecanbetaken.Thepossiblelackofinformationis counterbalancedbyacceptingahighercorrosionload. Thecriteriatobetakenintoaccountduringthisassessmentdependonthemetalandstructure.Theyare consideredindetailinEN125012.EN125011:2003(E) 9 A.2Preliminaryinquiry Th

40、einquiryismainlyperformedwithdatagatheredfromthedesigndocuments:profile,maps(geological, hydrological,etc.),structuredefinition,otherburiedstructuresinthevicinity,electricalenvironment,etc. A.3 Sitesurvey Thesitesurveyisperformedinordertogatherdataconcerningthephysicochemicalcharacteristicsofsoils,

41、pollutionindicatorsandthepresenceofvoltagegradientsintheground. A.4 Soilsampling Investigationsonsoilsampleswillgiveadditionalinformationfortheassessmentofthecorrosionloadinsoil.EN125011:2003(E) 10 Annex B (informative) Examplesoffactorsinfluencingthecorrosionofburiedstructures B.1 Soilandbackfillma

42、terial Typeofsoil,texture(permeabilitytooxygen,etc.) Typeofbackfillmaterial Resistivity pH,acidityalkalinity Watercontent,watertable Salts:sulfates,sulfides,chlorides,etc. Bacterialactivity(sulfatereducingbacteria) Soilhomogeneity(vertical,horizontal) B.2Structure Orientation(horizontalvertical) Ele

43、ctricalcontinuity Length,surfacearea Material Complexity(geometry,materials,etc.) Earthing Operatingconditions: temperatureandvariation pressureandvariation,etc. Coating(no,yes,type,etc.) B.3Environment Backfilling process Corrosioncellbydifferentialaeration DCinfluence,forexample:EN125011:2003(E) 11 Cathodicprotectionofotherstructures DC railways HighvoltageDCtransmission IndustryusingDCetc. ACinfluence,forexample: Highvoltagepowerlines AC railways etc. Influenceofforeigncathodes(e.g.steelpartlyinconcreteandpartlyinsoil,orcopperearthin

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