1、EN13374May2025EuropeanstandardNormeeuropeenneEuropaischenormICS13.340.99;91.220SupersedesEN13374:2013+Al:2018EnglishVersionTemporaryedgeprotectionsystems-Productspecification-TestmethodsGarde-corpsperipheriquestemporaires-SpecificationTemporareSeitenschutzsysteme-duproduit-MethodesdessaiProduktfestl
2、egungen-PriifverfahrenThisEuropeanStandardwasapprovedbyCENon7April2025.CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEuropeanStandardthestatusofanationalstandardwithoutanyalteration.Up-to-datelistsandbibliographicalreferencesconcerningsuchnati
3、onalstandardsmaybeobtainedonapplicationtotheCEN-CENELECManagementCentreortoanyCENmember.ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).AversioninanyotherlanguagemadebytranslationundertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCEN-CENELECManagementCentreh
4、asthesamestatusastheofficialversions.CENmembersarethenationalstandardsbodiesofAustria,Belgium,Bulgaria,Croatia,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal,RepublicofNorthMacedoni
5、a,Romania,Serbia,Slovakia,Slovenia,Spain,Sweden,Switzerland,TiirkiyeandUnitedKingdom.EUROPEANCOMMITTEEFORSTANDARDIZATIONCOMITEEUROPEENDENORMALISATIONEuropaischeskomiteefurnormungCEN-CENELECManagementCentre:RuedelaScience23,B-1040Brussels2025CENAllrightsofexploitationinanyformandbyanymeansreservedwor
6、ldwideforCENnationalMembers.ContentsPageEuropeanforeword4Introduction512Scope6Normativereferences7344.14.24.34.455.15.1.15.1.25.1.35.1.45.1.55.25.2.15225235.35.3.15.3.25.3.35.3.45.45.4.15.4.25.4.35.4.466.16.1.16.1.26.1.36.1.46.26.2.16226.2.36.36.3.1Termsanddefinitions8Classificationofedgeprotections
7、ystems12ClassB.12ClassC12Requirements13General.13Basicrequirements13Principalguardrail13Intermediateguardrail13Additionaldimensionalrequirementsforindividualclasses13EdgeprotectionsystemclassA13EdgeprotectionsystemclassB14EdgeprotectionsystemclassC15Materialrequirements17General17Materialforcounterw
8、eights17Staticanddynamicdesignrequirementsforindividualclasses17General17EdgeprotectionsystemclassA18EdgeprotectionsystemclassB18EdgeprotectionsystemclassC18Structuraldesign18Introduction18Methodofdesign18Ultimatelimitstate(fundamentalandaccidentalloads)19Serviceabilitylimitstate20Partialsafetyfacto
9、rs20Ultimatelimitstatewithfundamentalloads20Serviceabilitylimitstate20Ultimatelimitstatewithaccidentalloads21Staticloads.21General216.3.2 Serviceabilitylimitstate-Pointloads236.3.3 UltimatelimitstatePointloads256.3.4 UltimatelimitstateMaximumwindload266.3.5 UltimatelimitstateLoadcombination276.3.6 U
10、ltimatelimitstateLoadparalleltotheedgeprotectionsystem286.3.7 Ultimatelimitstatewithaccidentalloads286.3.8 Accidentalremoval296.3.9 Testmethods301.1 General301.2 Loadapplication301.3 Sampletobetested301.4 TestsforconformitywithstaticloadrequirementsforclassesAandB311.4.1 General311.4.2 Testsforservi
11、ceability311.4.3 Testforstrength321.5 TestsforconformitywithdynamicloadrequirementsforclassesBandC341.5.1 TestprocedureforClassBandClassC341.5.2 TestprocedureforClassC371.6 Testreports408 Designation409 Marking4110 Informationtobegiventothesite4110.1 Generalrequirements4110.2 Principalcontents4111 A
12、ssessment42AnnexA(informative)Inclinations,fallingheightsandheightofedgeprotection43A.lAppropriateclassesfortheuseatdifferentinclinationsandfallingheights43A.2Heightofedgeprotectionondifferentlevels48A.3Additionalprotectionabovetheprincipalguardrail48Annex B (informative)Simplifiedmethods512.1 Simpl
13、ifiedtestprocedure512.2 Simplifiedevaluationofrecordedresults51Annex C (informative)A-deviations52Bibliography54EuropeanforewordThisdocument(EN13374:2025)hasbeenpreparedbyTechnicalCommitteeCEN/TC53Temporaryworksequipment”,thesecretariatofwhichisheldbyDIN.ThisEuropeanStandardshallbegiventhestatusofan
14、ationalstandard,eitherbypublicationofanidenticaltextorbyendorsemenatthelatestbyNovember2025,andconflictingnationalstandardsshallbewithdrawnatthelatestbyNovember2025.Attentionisdrawntothepossibilitythatsomeoftheelementsofthisdocumentmaybethesubjectofpatentrights.CENshallnotbeheldresponsibleforidentif
15、yinganyorallsuchpatentrights.ThisdocumentsupersedesEN13374:2013+Al:2018.ThisdocumentincludesthefollowingsignificanttechnicalchangeswithrespecttoEN13374:2013+Al:2018:一mostofthefigureshavebeenupdatedandnewfigureshavebeenadded,一classificationinClause4hasbeenclarified,一Clause6hasbeenclarifiedandupdateda
16、nd6.3.8added,一Clause7hasbeenclarifiedandupdated,一AnnexAhasbeenrewrittenandfiguresadded,一AnnexBSimplifiedmethodshasbeenadded,一AnnexCwithA-deviationsfromFinland,Italy,Cyprus,UnitedKingdomandPolandhasbeenadded,一editorialchangesandclarificationshavebeendone.Anyfeedbackandquestionsonthisdocumentshouldbed
17、irectedtotheusersnationalstandardsbody.AcompletelistingofthesebodiescanbefoundontheCENwebsite.AccordingtotheCEN-CENELECInternalRegulations,thenationalstandardsorganisationsofthefollowingcountriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,Bulgaria,Croatia,Cyprus,CzechRepublic,Denmark,Est
18、onia,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,Poland,Portugal,RepublicofNorthMacedonia,Romania,Serbia,Slovakia,Slovenia,Spain,Sweden,Switzerland,TiirkiyeandtheUnitedKingdomIntroductionTemporaryedgeprotectionsystemsareusedinconst
19、ructionwork,primarilytopreventpersonsandobjectsfromfallingtoalowerlevelfromroofs,edges,stairsandotherareaswhereprotectionisrequired.InmostEuropeancountriestemporaryedgeprotection,orothertypesoffallprotectiondevices,arerequiredwhenariskassessmentidentifiesafallriskregardlessofheight.Incontrasttobeing
20、securedbyalanyard,greatermobilityintheworkingareaisprovidedwhenedgeprotectionisinplace.Thetemporaryedgeprotectioncaninsomesituationsalsoactasahandrailforpeopletoholdontowhenworkingorwalkingclosetoanedge.CouncilDirective92/57/EECwastakenintoconsiderationwhenreviewingthisproductstandard.Whilethisdocum
21、entalsoincludesrequirementstoprotectpeoplefromfallingobjects,e.g.bytheprovisionoftoeboards,therecouldbecircumstanceswherethisisinsufficientandadditionalmeasures,whicharebeyondthescopeofthisdocument,willneedtobetaken.Classesspecifiedinthisdocumentareintendedtocaterforthevariedrequirementsappropriatef
22、ordifferentuses.Itisimportantthatthestructuretowhichtemporaryedgeprotectionisattachedcansupporttheloadthatthesystemisdesignedfor.ForthisdocumentA-deviationshavebeenregisteredforFinland,Italy,Cyprus,UnitedKingdomandPoland(seeAnnexC).1 ScopeThisdocumentspecifiestherequirementsandtestmethodsfortemporar
23、yedgeprotectionsystemsforuseduringconstructionormaintenanceOfbuildingsandotherstructures.Thisdocumentappliestoedgeprotectionsystemsforflatandinclinedsurfacesandspecifiestherequirementsforthreeclassesoftemporaryedgeprotection.Foredgeprotectionsystemswithanarrestfunction(e.g.fallingorslidingdownaslopi
24、ngroofthisdocumentspecifiesrequirementsforenergyabsorption.Thisdocumentincludesedgeprotectionsystems,someofwhicharefixedtothestructureandothers,whichrelyongravityandfrictiononflatsurfaces.Thisdocumentdoesnotproviderequirementsforedgeprotectionsystemsintendedfor:一protectionagainstimpactfromvehiclesor
25、fromothermobileequipment,一protectionfromslidingdownofbulkloosematerials,snowetc,一protectionofareasaccessibletothepublic.ThisdocumentdoesnotapplytosideprotectiononscaffoldsaccordingtoEN12811-1andEN1004-1.NOTEThisdoesnotpreventthesesystemstobeusedontemporarystructures.2 NormativereferencesThefollowing
26、documentsarereferredtointhetextinsuchawaythatsomeoralloftheircontentconstitutesrequirementsofthisdocument.Fordatedreferences,onlytheeditioncitedapplies.Forundatedreferences,thelatesteditionofthereferenceddocument(includinganyamendments)applies.EN74-LCouplers,spigotpinsandbaseplatesforuseinfalseworka
27、ndscaffolds-Part1:Couplersfortubes-RequirementsandtestproceduresEN74-2,Couplers,spigotpinsandbaseplatesforuseinfalseworkandscaffolds-Part2:Specialcouplers-RequirementsandtestproceduresEN74-3,Couplers,spigotpinsandbaseplatesforuseinfalseworkandscaffolds-Part3:Plainbaseplatesandspigotpins-Requirements
28、andtestproceduresEN338,Structuraltimber-StrengthclassesEN596,Timberstructures-Testmethods-SoftbodyimpacttestoftimberframedwallsEN1263-LTemporaryworksequipment-Safetynets-Parti:Safetyrequirements,testmethodsEN1990,Eurocode-BasisOfstructuralandgeotechnicaldesignEN1993-1-1,Eurocode3-Designofsteelstruct
29、ures-Partl-I:GeneralrulesandrulesforbuildingsEN1993-1-2,Eurocode3-Designofsteelstructures-Part1-2:StructuralfiredesignEN1993-1-3,Eurocode3-Designofsteelstructures-Part1-3:Cold-formedmembersandsheetingEN1993-1-4,Eurocode3-Designofsteelstructures-Part1-4:StainlesssteelstructuresEN1993-1-5,Eurocode3-De
30、signofsteelstructures-Part1-5:PlatedstructuralelementsEN1993-1-6,Eurocode3-Designofsteelstructures-Part1-6:StrengthandStabilityofShellStructuresEN1993-1-7,Eurocode3-Designofsteelstructures-Part1-7:PlateassemblieswithelementsundertransverseloadsEN1993-1-8,Eurocode3-Designofsteelstructures-Part1-8:Joi
31、ntsEN1993-1-9,Eurocode3:Designofsteelstructures-Part1-9:FatigueEN1993-1-10,Eurocode3:Designofsteelstructures-Part1-10:Materialtoughnessandthrough-thicknesspropertiesEN1993-1-11,Eurocode3-Designofsteelstructures-Part1-11:DesignOfstructureswithtensioncomponentsEN1993-1-12,Eurocode3-Designofsteelstruct
32、ures-Part1-12:AdditionalrulesfortheextensionofEN1993uptosteelgradesS700EN1993-2,Eurocode3-Designofsteelstructures-Part2:SteelBridgesEN1993-3-LEurocode3-Designofsteelstructures-Part3-1:Towers,mastsandchimneys-TowersandmastsEN1993-3-2,Eurocode3-Designofsteelstructures-Part3-2:Towers,mastsandchimneys-C
33、himneysEN1993-4-1,Eurocode3-Designofsteelstructures-Part4-1:SilosEN1993-4-2,Eurocode3-Designofsteelstructures-Part4-2:TanksEN1993-4-3,Eurocode3:DesignofsteelstructuresPart4-3:PipelinesEN1993-5,Eurocode3-Designofsteelstructures-Part5:PilingEN1993-6,Eurocode3-Designofsteelstructures-Part6:Cranesupport
34、ingstructuresEN1995-1-1,Eurocode5:Designoftimberstructures-Partl-I:General-CommonrulesandrulesforbuildingsEN1995-1-2,Eurocode5:Designoftimberstructures-Part1-2:General-StructuralfiredesignEN1995-2,Eurocode5:Designoftimberstructures-Part2:BridgesEN1999-1-1,Eurocode9-DesignOfaluminiumstructures-Partl-
35、I:GeneralrulesEN1999-1-2,Eurocode9-DesignOfaluminiumstructures-Part1-2:StructuralfiredesignEN1999-1-3,Eurocode9-DesignOfaluminiumstructures-Part1-3:StructuressusceptibletofatigueEN1999-1-4,Eurocode9-DesignOfaluminiumstructures-Part1-4:Cold-formedstructuralsheetingEN1999-1-5,Eurocode9-DesignOfalumini
36、umstructures-Part1-5:ShellstructuresEN12811-3:2002,Temporaryworksequipment-Part3:Loadtesting3 TermsanddefinitionsForthepurposesofthisdocument,thefollowingtermsanddefinitionsapply.ISOandIECmaintainterminologydatabasesforuseinstandardizationatthefollowingaddresses:一ISOOnlinebrowsingplatform:availablea
37、thttps:WWW.iso.org/obp一IECElectropedia:availableathttps:WWW.olectropedia.org/3.1edgeprotectionsystemsetofcomponentsintendedtoprotectpeoplefromfallingtoalowerlevelandtoretainmaterialsNote1toentry:seeFigure1.3.2principalguardrailrailorcontinuouselementprovidingtheuppermosthandholdforClassAandClassBsys
38、temsorformingtheuppermostpartoftheprotectionforClassCsystems3.3intermediateguardrailrailorcontinuouselementbetweentheprincipalguardrailandtheworkingsurface3.4intermediateprotectionprotectionbarrierformed(e.g.asafencingstructureorasafetynet)betweentheprincipalguardrailandtheworkingsurfaceNote1toentry
39、seeFigure2.3.5toeboardupstandingelementprovidedspecificallytopreventmaterialsorpersonsfromfallingorslidingoffasurface3.6postprincipalverticalsupportoftheedgeprotectionsystemtowhichtheguardrailsandtoeboardsareattachedNote1toentry:Components3.2to3.6canbemanufacturedinfulloraspartofanintegratededgepro
40、tectionsystem.3.7fallingheightHfverticaldistancebetweenthepointonwhichapersonmaystandandthelowestpointontheprotectionintendedtoarrestanyfallNote1toentry:SeeFigure3.3.8heightoftheedgeprotectionsystemdistancebetweentheuppermostpointoftheprincipalguardrailandtheworkingsurfacemeasuredperpendiculartothew
41、orkingsurface3.9workingsurfacesurfaceonwhichpersonsstand,walkorwork3.10counterweightcomponentto(byitsownweight)preventtheedgeprotectionsystemfromslidingorfromoverturning3.11panelassemblyofprincipalguardrail,intermediateguardrailorintermediateprotectionandatoeboardwhenapplicable3.12misuseusingtheequi
42、pment(temporaryedgeprotectionsystem)foranypurposeitwasnotdesignedfor3.13collectiveprotectionequipmentthatprovidesprotectionforoneormoreworkersKey1 slabedgeclampsystem2 fixedtofloortypesystem3 counterweightedsystem4 beamtopflangeclampsystem5 columnclampsystem-slabsandflat/lowslopingroofs6 beambottomf
43、langeclampsystem7 columnclampsystem-slopingroof8 fencingsystem9 edgeprotectionontemporarystructure10 temporarystructure(notdefinedinthisdocument)11 floortosoffitsystemFigure1DiagrammaticexamplesofdifferenttypesoftemporaryedgeprotectionEN13374:2025(E)FigUre2EXamPIeOfanedgeProteCtionSyStemWithanetasin
44、termediateProteCtionOnaSOPingroofHffallingheightangleOfmCHnationOftheWOrkingSUrfaCe1edgePrOteCtionSyStemFigUre3FallingheightOnanindinedSUrfaCe4 Classificationofedgeprotectionsystems4.1 GeneralCombinationofdifferentclassesispossible,e.g.aproductcancomplytoA,BandC.NOTEMoreguidanceabouttheuseofclassesi
45、sgiveninAnnexA.4.2 ClassAClassAprotectionprovidesresistancetostaticloadsonly,basedontherequirementsto:一supportapersonleaningontheprotectionorprovideahandholdwhenwalkingbesideit,seeFigureA2,Key1;providecollectiveprotectiontostopapersonwhoiswalkingorfallingtowardstheprotection,seeFigureA.2,Key2;withst
46、andtheloadfromaccidentalloads(misuse)ontheprotection,seeFigureA.2fKey4;and一withstandwindloads,seeFigureA.2fKey3.4.3 ClassBClassBprotectionprovidesresistancetostaticloadsandlowdynamicactionsonly,basedontherequirementsto: supportapersonleaningontheprotectionorprovideahandholdwhenwalkingbesideit,seeFig
47、ureA2,Key1; providecollectiveprotectiontostopapersonwhoiswalkingorfallingtowardstheprotection,seeFigureA.2,Key2;一withstandtheloadfromaccidentalloads(misuse)ontheprotection,seeFigureA.2fKey4;一withstandwindloads,seeFigureA.2fKey3;and providecollectiveprotectiontopreventthefallofapersondownaslopingsurface,seeFigureA.2,Key6;or providecollectiveprotectiontoarrestthefallofapersonslidingdownaslopingsurface,seeFigureA.2,Key5.4.4 ClassCClassCprotectionprovidesresistancetohighdy
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