1、BRITISH STANDARD BS EN 13198:2003 Precast concrete products Street furniture and garden products The European Standard EN 13198:2003 has the status of a British Standard ICS 91.100.30 BS EN 13198:2003 This British Standard was published under the authority of the Standards Policy and Strategy Commit
2、tee on 29 May 2003 BSI 29 May 2003 ISBN 0 580 41961 4 National foreword This British Standard is the official English language version of EN 13198:2003. The UK participation in its preparation was entrusted to Technical Committee B/524, Precast concrete products, which has the responsibility to: A l
3、ist 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 under the section entitled “International Stand
4、ards 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 application. Compliance with a British Standard
5、 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; monitor related international and European d
6、evelopments 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 19 and a back cover. The BSI copyright date displayed in this document indicates when the document was last issued. Amendments issued since publicat
7、ion Amd. No. Date CommentsEUROPEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN13198 May2003 ICS91.100.30 Englishversion PrecastconcreteproductsStreetfurnitureandgardenproducts ProduitsprfabriqusenbtonMobilierurbainetdejardin BetonfertigteileStraenmbelund Gartengestaltungselemente ThisEuropeanStandardwa
8、sapprovedbyCENon10March2003. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnational standardsmaybeobtainedonapplicationt
9、otheManagementCentreortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheManagementCentrehasthesamestatusasthe official versions. CENmembersarethenat
10、ionalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Netherlands,Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandUn ited Kingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION EUROPISCHESKOMITE
11、EFRNORMUNG ManagementCentre:ruedeStassart,36B1050Brussels 2003CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN13198:2003EEN13198:2003(E) 2 Contents page Foreword. 3 Introduction 4 1 Scope . 4 2 Normativereferences . 4 3 Termsanddefinitions. 4 4 Requ
12、irements 5 5 Testmethods . 8 6 Evaluationofconformity 9 7 Markingandlabelling . 10 AnnexA (informative) Freeze/thawresistancewithoutdeicingsalt 11 AnnexB (informative) Freeze/thawresistancewithdeicingsalt . 13 Bibliography . 19EN13198:2003(E) 3 Foreword Thisdocument(EN13198:2003)hasbeenpreparedbyTec
13、hnicalCommitteeCEN/TC229“Precastconcrete products”,thesecretariatofwhichisheldbyAFNOR. ThisEuropeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationofanidentical textorbyendorsement,atthelatestbyNovember2003,andconflictingnationalstandardsshallbewithdrawn atthelatestbyNovember2003
14、. AnnexesAandBareinformative. AccordingtotheCEN/CENELECInternalRegulations,thenationalstandardsorganizationsofthefollowing countriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,CzechRepublic,Denmark, Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Luxembourg,Malta,Netherlands,
15、 Norway,Portugal,Slovakia,Spain,Sweden,SwitzerlandandtheUnitedKingdom.EN13198:2003(E) 4 Introduction ThisEuropeanStandardcoversavastrangeofproducts,whicharewidelyusedinourdailyenvironmentand haveanimportantdecorativefunction.Bearinginmindthegreatvarietyoftheseproducts,thestandardsets minimumrequirem
16、entsforthevariousproductsandspecificrequirementsforsomeparticularproducts. 1Scope ThisEuropeanStandardspecifiestherequirementsforstreetfurnitureandgardenproductsinprecast concrete. Thiskindofprefabricated,nonstructuralproductsandaccessoriescanbeusedinpublicandprivateareas suchasgardens,parks,footpat
17、hs,squares,essentiallyforthelandscaping,without,however,beingsubject toloadsresultingfromvehicletraffic.Theycanalsobeusedforinternalapplications. Examplesare:productsforthefurnishingofspacessuchasbenches,seats,tables,playshapes,stepblocks, flowerboxes,plantcontainers,fountains,billboards,streetsigns
18、,trafficmarkingsignposts,illuminatedboards, barbecues,mailboxes,clotheslineposts,litterbins,statues,decorativecolumnsandbollards,copings; productsforsoilerosioncontrolsuchaspiledflowerboxes,bankswithvegetationwithnosuperimposedload andnotexceedingatotalheightof1m;floorscapeproductssuchastreeframesan
19、dgrids,gratings,stepping stones. ThisStandarddoesnotcoverpavingunits,flags,kerbs,fences,drainagechannels,safetybarriers,retaining wallsnorsoundbarriers. 2 Normativereferences ThisEuropeanStandardincorporatesbydatedorundatedreference,provisionsfromotherpublications. Thesenormativereferencesarecitedat
20、theappropriateplacesinthetext,andthepublicationsarelisted hereafter.Fordatedreferences,subsequentamendmentstoorrevisionsofanyofthesepublicationsapplyto thisEuropeanStandardonlywhenincorporatedinitbyamendmentorrevision.Forundatedreferencesthe latesteditionofthepublicationreferredtoapplies(includingam
21、endments). EN12620:2002, Aggregatesforconcrete. EN13369:2001, Commonrulesforprecastconcreteproducts. 3 Termsanddefinitions ForthepurposesofthisEuropeanStandard,thefollowingtermsanddefinitionsapply: 3.1 actualdimension thedimensionfoundbymeasurements 3.2 continuoususeofelements arrangementofelementse
22、achadjoiningtheprecedingone,thepositionofeachelementdependingonthe keydimensionofthenextidenticalelementEN13198:2003(E) 5 3.3 corrosionprotectedreinforcement steelwhich isinherentlyresistanttocorrosionorhasbeencoatedwithaprotectivemateriale.g.zinccoated reinforcement,reinforcementofstainlesssteel,ep
23、oxycoated 3.4 (concrete)cover distancebetweenthenearestconcretesurfaceandthesurfaceofreinforcement 3.5 design(nominal)cover valueofthecoverthicknessquotedintheprojectdocumentationandreferredtothecleardistancefromthe steelreinforcementtotheconcretesurface 3.6 lightweightconcrete concretehavinganovend
24、rydensityofnotlessthan800kg/mandnotmorethan2000kg/m 3 .Itisproduced usinglightweightaggregateforallorpartofthetotalaggregate 3.7 minimumcover minimumcoverthicknessgivenbythedesigncoverreducedbythetolerance 3.8 normalweightconcrete concretehavinganovendrydensityofnotlessthan2000kg/m 3 butnotexceeding
25、2600kg/m 3 3.9 secondaryprocessing manufacturingprocesstotexturethewholeproductoranysurface,carriedoutafterbasicmanufacture(i.e. washingorsandblasting) 3.10 work(design )dimension thedimensiontargetedbythemanufacturerandgenerallycomplyingwiththedimensionindicatedinthe projectorinthemanufacturerdocum
26、entation 4Requirements 4.1 Materialrequirements Formaterialrequirements,theclause4.1ofEN13369:2001shallbeapplied. 4.2Production requirements Forproductionrequirements,theclause4.2ofEN13369:2001shallbeapplied. Additionally,theconcreteshallmeetoneoftheminimumstrengthrequirementsinTable1.Theminimum cla
27、sstoensuredurabilityisgiveninTable1,inrelationtothekindofconcretethatisused. Themanufacturermaydemonstratecomplianceusingalternativetestmethodstothecompressivetest(e.g. splittingorbendingcarriedoutonatestspecimenortheunit).EN13198:2003(E) 6 Table1Minimumcompressivestrengthclass Typeofconcrete Minimu
28、mcompressivestrengthclass (oncylinder/oncube) N/mm 2 normalweightconcrete C25/30 normalweightconcretewithnouppersievesizecoarse aggregatesexceedingD=5,6mm C20/25 lightweightconcrete LC12/13 4.3 Finishedproductrequirements 4.3.1 Geometricalcharacteristics Dimensionaltolerancesareonlyrelevantforalignm
29、entand/orinterlocking.Theproducershalldeclarethe keydimensionforwhichthedimensionaltolerancesshallthenconformtoTable2(see5.2). Table2Dimensionaltolerancesdependingonthekeydimensionanduse Keydimension Continuoususe Discontinuoususe 1m 5mm 15mm 1m 10mm 15mm Forinterlockingunitsinparticular,tolerancess
30、hallbedeclaredbythemanufacturerandshallbesuchasto permitinterlocking. 4.3.2 Surfacecharacteristics Ifcracksarevisibleundertheconditionsspecifiedin5.3theproductisunacceptable. Theappearanceissubjective.Itisadvisablethattheacceptablelimitscanbedeterminedbycomparisonwith approvedsamplesordocumentationo
31、ftheproducerorwiththeCIBscales(CIBreportN.24). 4.3.3 Concretecovertoreinforcement Dependinguponthetypeofconcrete,thecompressivestrengthclassandthewaterabsorptioninmassofthe concreteused,theminimumconcretecover(see5.6 )shallnotbelessthanspecifiedinTable3.EN13198:2003(E) 7 Table3Minimumconcretecover T
32、ypeofconcrete Minimum compressive strengthclass Maximum water absorption Minimum concrete covermm Remarks % C20/25 / 20 Onlyfornormalweightconcretewithno uppersievesizecoarseaggregates exceedingD=5,6mm. Whencorrosionprotected reinforcementisused,themin. concretecovermaybereducedby 5mm C25/30 / 20 C3
33、0/37 C35/45 6,5 15 Whencorrosionprotected reinforcementisused,themin. concretecovermaybereducedby 5mm. normalweightconcrete C40/50 6 10 Onlyforproductswithamaximum thicknessoflessthan80mm. lightweightconcrete LC12/13 / 20 Onlycorrosionprotectedreinforcement shouldbeused. NOTE Moreover,theproductshou
34、ldhaveaconcretecoverofatleast1,25timestheuppersievesize(D)of coarseaggregateaccordingtoEN12620. 4.3.4 Safetyinuse Requirementsforsafetyinuseshallbeconsideredfortheintendedfinaluseoftheproducts. Themanufacturershallindicatethelimitingserviceconditionsforproductsforsoilerosioncontrolsuchas piledflower
35、boxes,bankswithvegetationetc.,suchasamaximumheightand,possibly,occasionalloadfor accesstoormaintenanceoftheworks. Safetyinuseshallbecheckedbydesignortestloading.Moreover,forfixedproducts,theproducershall provideguidelinesforerection,handlingandintendedusage. 4.3.5Weathering resistance 4.3.5.1 Produc
36、tsforexternaluse,notsubjectedtofreeze/thawconditions Fornormalweightconcrete,waterabsorptionshallnotexceed7,5%(see5.4). 4.3.5.2 Productsforexternaluse,subjectedtofreeze/thawconditionsandnotincontactwithde icingsalt Productsforexternalusenotincontactwithdeicingsaltareexemptedfromdirectfreeze/thawtest
37、s(see5.7) iftheymeetbothofthefollowingrequirements: a) fornormalweightconcrete,thewaterabsorptionshallbelessthan7%inmass;forlightweightconcrete, thewaterabsorptionshallbelessthan15%inmass; b) fornormalweightconcrete,theminimumstrengthclassshallbeC30/37;forlightweightconcrete,the minimumstrengthclass
38、shallbeLC12/13.EN13198:2003(E) 8 Whenthedirectfreeze/thawtest (see5.7)isusedandifappearanceisimportant,afterthetest,no projections,depressions,flakesorcrazesshallbevisibleontheproductfromadistanceof2mindaylightand drysurfaceconditions. 4.3.5.3 Productsforexternaluse,subjectedtofreeze/thawconditionsa
39、ndincontactwithdeicing salt Productsforexternaluse,subjectedtofreeze/thawconditionsandincontactwithdeicingsaltareexempted fromdirectfreeze/thawtests(see5.8)withdeicingsaltiftheymeetbothofthefollowingrequirements: a) thewaterabsorptionshallbelessthan6,0%inmass; b) minimumstrengthclassshallbeC35/45. A
40、dditionally,frostresistingaggregatesshallbeusedforproductswithsecondaryprocessinginaccordance withclause5ofEN12620:2002. Whenthedirectfreeze/thawtestwithdeicingsalt(see5.8)isused,themaximummasslossshallbe 1,5kg/m 2 . 4.3.6Other requirements Someproductshaveadditionalrequirementslinkedtotheirspecific
41、use.Thesekindsofrequirementsshall onlybeconsideredwhenrelevant.Aproductmayhavetomeetseveralspecificrequirements. Thepropertiesoftheproductswhichindicatethefitnessforuseshallbedemonstratedbythemanufacturer. Forexample: bicyclestandsshallhavedimensionsanddimensionaltolerancessoastoreceiveandtoholdbicy
42、cles safely(e.g.bicyclesinarowshallnottoucheachotherscablesorsteering); productsintendedtocontainwatershallbewatertightundertheappropriatecondition; productswithelectricalconnectionsshallbecheckedforconformitywithapplicableelectricalsafety regulations;theyshallsatisfyavarietyofperformancecriteriainc
43、ludingoneormoreofthefollowing: strength:thecapacityofthesetoresisttheforcestowhichtheywillbesubjectedduringtheirlifetime includingthosecausedbyexternalloads,restraintorimposeddeformationsandthoserequiredto maintainstability; ductility:strictlydefinedastheabilityofthesetoaccommodaterelativelylargeinelasticdeformations withoutasignificantdecreaseincapacity;theyshouldhavecapacitytosustainoverloadswithout precipitousstrengthloss; durability:theresistanceofthesetotheadverseeffectsofvariationsintemperatureandexposureto moistureorothercorrosiveagents,acc
