BS EN 12970-2000 Mastic asphalt for waterproofing - Definitions requirements and test methods《防水用沥青砂胶 定义、要求和试验方法》.pdf

1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 12970:2000 The Euro

2、pean Standard EN 12970:2000 has the status of a British Standard ICS 91.100.50; 93.080.20 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Mastic asphalt for waterproofing Definitions, requirements and test methodsThis British Standard, having been prepared under the direction

3、of the Sector Committee for Building and Civil Engineering, was published under the authority of the Standards Committee and comes into effect on 15 November 2000 BSI 11-2000 ISBN 0 580 34947 0 BS EN 12970:2000 Amendments issued since publication Amd. No. Date Comments National foreword This British

4、 Standard is the official English language version of EN 12970:2000. The UK participation in its preparation was entrusted by Technical Committee B/546, Flexible sheets for water and water vapour control, to Subcommittee B/546/7, Mastic asphalt for building purposes, which has the responsibility to:

5、 aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. A list of organizations repres

6、ented on this subcommittee 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 Standards Catalogue under the section entitled “International Standards Correspon

7、dence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Standard does not of

8、 itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 16, an inside back cover and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued.EURO

9、PEANSTANDARD NORMEEUROPENNE EUROPISCHENORM EN12970 September2000 ICS91.100.50;93.080.20 Englishversion MasticasphaltforwaterproofingDefinitions,requirementsand testmethods AsphaltecoulpourtanchitDfinitions,spcifications etmthodesdessai GuasphaltundAsphaltmastixfrAbdichtungen Definitionen,Anforderung

10、enundPrfverfahren ThisEuropeanStandardwasapprovedbyCENon5July2000. CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEurope an Standardthestatusofanationalstandardwithoutanyalteration.Uptodatelistsandbibliographicalreferencesconcernings uchnationa

11、l standardsmaybeobtainedonapplicationtotheCentralSecretariatortoanyCENmember. ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).Aversioninanyotherlanguagemadebytra nslation undertheresponsibilityofaCENmemberintoitsownlanguageandnotifiedtotheCentralSecretariathasthesamestatusas

12、t heofficial versions. CENmembersarethenationalstandardsbodiesofAustria,Belgium,CzechRepublic,Denmark,Finland,France,Germany,Greece, Iceland,Ireland,Italy,Luxembourg,Netherlands,Norway,Portugal,Spain,Sweden,SwitzerlandandUnitedKingdom. EUROPEANCOMMITTEEFORSTANDARDIZATION COMITEUROPENDENORMALISATION

13、EUROPISCHESKOMITEEFRNORMUNG CentralSecretariat:ruedeStassart,36B1050Brussels 2000CEN Allrightsofexploitationinanyformandbyanymeansreserved worldwideforCENnationalMembers. Ref.No.EN12970:2000EPage2 EN12970:2000 Contents Page Foreword3 1 Scope 4 2 Normativereferences 4 3 Definitionsanddescriptionofthe

14、materials .4 3.1 TerminologyVocabulary .4 3.2 Classificationofmasticasphaltsforwaterproofing . .5 4 Characteristicsofthecomponents. .5 4.1 Naturalrockasphaltsandnaturalasphalts 5 4.2 Bituminousbinders .6 4.3 Aggregates .6 4.4 Reusablemasticasphalt . 7 4.5 Additives.7 5 Compositioncharacteristicsofmi

15、xes .8 5.1 Composition .8 5.2 Testmethods 9 5.3 Performancerequirements .9 6 Manufactureofmasticasphalt . 10 6.1 Storageofcomponents. 10 6.2 Mixingofcomponents .10 6.3 Additionofreusablemasticasphalt . .11 7 Transport 11 8 Evaluationofconformity(typetestingandfactoryproductioncontrol) .12 9 Identifi

16、cation.12 AnnexA (informative) Recommendedperformancerequirementsforfineandcoarseaggregatemastic asphalts.13 AnnexB (informative) Determinationofdimensionalstabilityofpolymermodifiedmasticasphalts .15Page3 EN12970:2000 . Foreword ThisEuropeanStandardhasbeenpreparedbyTechnicalCommitteeCEN/TC314“Masti

17、casphaltfor waterproofing“,thesecretariatofwhichisheldbyAFNOR . ThisEuropeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationofanidenticaltextor byendorsement,atthelatestbyMarch2001,andconflictingnationalstandardsshallbewithdrawnatthelatestby March2001. AccordingtotheCEN/CENELECIn

18、ternalRegulations,thenationalstandardsorganizationsofthefollowing countriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,CzechRepublic,Denmark,Finland, France,Germany,Greece,Iceland,Ireland,Italy,Luxembourg,Netherlands,Norway,Portugal,Spain,Sweden, SwitzerlandandtheUnitedKingdom.Page4 EN12

19、970:2000 1Scope ThisEuropeanstandardspecifiesmasticasphaltsforwaterproofing,statestheircharacteristics,thetestmethodsto beusedtoverifythesecharacteristics,andtheirmanufacturingandtransportrecommendations. Itappliestomasticasphaltsusedforwaterproofingorbyapplicationonpolymerbitumensheetsintheconstruc

20、tion andcivilengineeringfields,suchasroofing,parking,tanking,bridgedecks(concreteandsteel).Itdoesnotinclude functionalrequirementstotheinstalledproducts. 2 Normativereferences ThisEuropeanStandardincorporatesbydatedorundatedreference,provisionsfromotherpublications.These normativereferencesareciteda

21、ttheappropriateplacesinthetextandthepublicationsarelistedhereafter.For datedreferences,subsequentamendmentstoorrevisionsofanyofthesepublicationsapplytothisEuropean Standardonlywhenincorporatedinitbyamendmentorrevision.Forundatedreferencesthelatesteditionofthe publicationreferredtoapplies. EN1871, Ro

22、admarkingmaterialsPhysicalproperties. EN12591, BitumenandbituminousbindersSpecificationsforpavinggradebitumen. EN1426, BitumenandbituminousbindersDeterminationofneedlepenetration. pEN13305, BitumenandbituminousbindersSpecificationsofhardgradebitumen. prEN13043,Aggregatesforbituminousmixturesandsurfa

23、cedressingsforroadsairfieldsandothertrafficked areas. prEN131086, BituminousmixturesMaterialspecificationsPart6:MasticAsphalt. prEN1310810, BituminousmixturesQualityPart10:Factoryproductioncontrol. prEN1269720, BituminousmixturesPart20:TestmethodsforhotmixasphaltResistancetoindentationof masticaspha

24、lt,indentationtestoncubes. prEN1269721, BituminousmixturesPart21:TestmethodsforhotmixasphaltResistancetoindentationof masticasphalt,indentationtestonplates. 3 Definitionsanddescriptionofthematerials 3.1 TerminologyVocabulary Forthepurposesofthisstandard,thefollowingdefinitionsapply: 3.1.1 masticasph

25、alt(generaldefinition) densemassconsistingofchippings,and/orsand,and/orlimestonefineaggregate,and/orfillerandbitumenwhich maycontainadditives Themineralaggregateiscomposedtobeoflowvoidcontent.Thebindercontentissoadjustedtothevoidcontent ofthemineralaggregatethatthevoidsarecompletelyfilledandaslighte

26、xcessofbindermaybeavailable. Masticasphaltispourableandabletobespreadinhishotcondition.Itrequiresnocompactiononplacement. 3.1.2 fineaggregatemasticasphalt gradeofmasticasphaltconsistingoffillerand/orlimestonefineaggregateand/ornaturalrockasphaltpowder and/orsandandbitumen.Bitumenandmasticasphaltmayc

27、ontainadditivesPage5 EN12970:2000 . 3.1.3 coarseaggregatemasticasphalt gradeofmasticasphaltconsistingoffillerand/orsandand/orlimestonefineaggregatesand/ornaturalrockasphalt powderandcoarseaggregates,andbitumen.Bitumenandmasticasphaltmaycontainadditives 3.2 Classificationofmasticasphaltsforwaterproof

28、ing Fineaggregatemasticasphalts Mainlyusedforwaterproofinglayers. Containingfineaggregateinanyofthefollowingcombinations: naturalrockasphaltpowder; fillers ; limestonefineaggregate; sand. NOTE1 Roofinggrade,fineaggregatemasticasphaltmayalsocontainaproportionofaggregateupto4mmsize(see Table3a,types3a

29、nd5). NOTE2 Limestonefineaggregatemaynotcomplyfullywiththedefinitioninsubclause3.13ofprEN13043inthatthe proportionpassinga0,063mmsievemaymarginallyexceed50%. Coarseaggregatemasticasphalts Mainlyusedforwaterproofinglayersorprotectionlayersand/ortrafficableprotectionlayers. Containingcoarseaggregatean

30、dfineaggregateinanyofthefollowingcombinations: naturalrockasphaltpowder; limestonefineaggregate; filler ; sand ; coarse aggregate. 4 Characteristicsofthecomponents Forspeciallayersneedingacidresistingmasticasphalts,siliciousand/origneousaggregatesmustbeused. 4.1 Naturalrockasphaltsandnaturalasphalts

31、 4.1.1 Naturalrockasphalt Generallylimestone,naturallyimpregnatedwithbitumen.Page6 EN12970:2000 Table1Requirementsonnaturalrockasphalts Components Requiredcontent (weight) Solublenativebitumen 6% CaCO 3 fromthemineralfraction 80% 4.1.2 Naturalrockasphaltpowder Afterbitumenhasbeenextracted,theconstit

32、uantsoftheresidualcrushedpowdershallpassthroughsquaremesh sievesof: 2,00mm:100%; 0,063mm:80%minimum. 4.1.3Natural asphalts Naturaloccuringbitumens,containingfines. Table2Requirementsonnaturalasphalts Components Requiredsolublebitumen content (weight) Solublebitumen 50% Mineralaggregate 50% NOTE Exam

33、plesofsuchnaturaloccuringmaterialsare“LakeAsphalt”GilsoniteandSelenitza.Themostwidelyused naturalasphaltis“TrinidadLakeAsphalt”(commonlyabbreviatedto“TLA”). 4.2Bituminous binders Thepenetrabilityofcommonlyusedbitumenformasticasphaltsshallbecomprisedbetween6and220,1/10mm. 4.2.1 Pavinggradebitumen Con

34、formingtoEN12591. 4.2.2 Modifiedbitumen ConformingtoEN1426. 4.2.3 Hardgradebitumen ConformingtoprEN13305. 4.3Aggregates 4.3.1Added fillers Addedfillers,componentsofmasticasphalt,maybeissuedfrom: crushednaturalrockmaterialsuchaslimestonerock,silicarock,igneousrock; rockasphaltpowder;Page7 EN12970:200

35、0 . dustextractorrecovering. Whatevertheirorigin,fillersshallcomplywiththerequirementsofTable10ofprEN13043. 4.3.2 Limestonefineaggregates Limestonefineaggregateshallconsistofnaturallyoccuringlimestonewithacalciumcarbonatecontentofnotless than80%bymass. Inlimestonefineaggregates,asubstantialproportio

36、nisretainedona0,063mmsievemostofwhichpassesa 2mmsieve.LimestonefineaggregatemaynotcomplyfullywiththedefinitionofprEN13 043inthattheproportion passinga0,063mmsievemaymarginallyexceed50%. 4.3.3 Fineaggregates(sand) FineaggregatesshallcomplyasappropriatewithprEN13043. 4.3.4 Coarseaggregates Coarseaggre

37、gatesshallcomplyasappropriatewithprEN13043. 4.4 Reusablemasticasphalt Reusablemasticasphaltmayonlybeaddedtothemanufactureofnewmasticasphaltforprotectionlayers. Whenused,theamountandcompositionofreusablematerialshall: notcontainothermaterialsthanmentionedinthisstandard; besuitableforthetype/specifica

38、tionrequiredwithinpermissibletolerancesfornewmasticasphalt. 4.5Additives Theapplicationandusageofmasticasphaltsandthelayingconditionssometimesrequiretheuseofadditives suchas: rubber ; polymers (granular/powder/liquid) ; fibres ; pigments ; waxes ; othersuitableadditives.Page8 EN12970:2000 Theadditiv

39、esshallbeuniformlydistributedinthebitumenormasticasphalt;moreover,theyshallnotbeharmfulto theenvironment,beconsistentwithbitumenandthermalresistantandtheyshallhavenonegativeinfluenceon otheressentialmasticasphaltproperties. 5 Compositioncharacteristicsofmixes 5.1Composition Themixdesignshallconsider

40、theusage,trafficandclimaticconditionstowhichthemasticasphaltistobe subjected. Tomeettheperformancerequirements,thefollowinggeneralcriteriashallbeasindicatedinTables3a)and3b): Table3aRequirementsonfineaggregatemasticasphalt MAtype Fineaggregatemasticasphalt Componentsin%bymass Mixtypes Components Typ

41、e1 Type2 Type3 Type4 Type5 Fines 2560 Rockasphaltpowder 80 Limestonefineaggregate 85 100 80 Fineaggregate 4075 20 or 20 Coarseaggregate 0 0 15 0 20 Bindercontent a 1322 16 11 12 10 Bitumentype b 20/30upto 35/50 30/50 30/50 15/25 160/220or or or or or PmB c PmB PmB PmB PmB aSolublebitumencontentrelat

42、edtototalmassofmix. bHardgradeorindustrialgradebitumenswhichhaveapenetrationofnotlessthan0,6mmmaybeadded,providedthepenetrati onofthefinal binderblendusedtomanufacturethemasticasphaltcomplieswiththefiguresquotedinthetable. cPolymermodifiedbitumen Type1 Finesbasedfineaggregatemasticasphalt. Type2 Roc

43、kasphaltpowderbasedfineaggregatemasticasphalt. Type3 Limestonefineaggregatebasedfineaggregatemasticasphalt. Type4 Tankinggradelimestonefineaggregatemasticasphalt. Type5 Limestonefineaggregatebasedfineaggregatemasticasphaltforpedestrianaccesswalkways.Page9 EN12970:2000 . Table3bRequirementsoncoarseag

44、gregatemasticasphalt MAtype Coarseaggregatemasticasphalt Componentsin%bymass Mixtypes Components 0/4 0/6 0/8 0/10 0/11 0/14 0/16 Fines 2030 1530 1528 1528 1528 1528 Rock asphalt powder 2560 c 2435 or 2560 Limestone fine aggregate 6075 5075 5075 4570 4570 4055 Fine aggregate 2550 2040 2040 2045 2045 1237 1237 Coarse aggregate 2540 2045 2550 3050 2