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    5 TrenchlessInstallationandRenovation

    egeplast SLM2.0

    TableofContents

    5.1 ProcedureDescription....................................................................................... 1

    5.2 ProductDescription.......................................................................................... 2

    5.3 PE100RCplusQualityAssurance........................................................................ 3

    5.4 TechnicalInformation........................................................................................ 8

    5.4.1 ProductDataSheetforSLM2.0DrinkingWaterPipes........................................................................8

    5.4.2 ProductDataSheetforSLM

    2.0GasPipes........................................................................................95.4.3 ProductDataSheetforSLM2.0SewagePressurePipes.................................................................... 10

    5.4.4 ProtectionfromAbrasionduringTrenchlessInstallation....................................................................... 11

    5.4.5 DoubleProtectionagainstPointLoads.............................................................................................. 11

    5.5 InstallationGuidelinesforSLM2.0Pipes.........................................................12

    5.5.1 GeneralInformationonInstallation.................................................................................................. 12

    5.5.2 JoiningTechniques.......................................................................................................................... 13

    5.5.3 SystemTechniques.......................................................................................................................... 19

    5.5.4 Tables........................................................................................................................................... 20

    5.6 RFPForms.......................................................................................................24

    5.6.1 RFPFormforegeplastSLM2.0DrinkingWaterPipe........................................................................24

    5.6.2 RFPFormforegeplastSLM2.0GasPipe........................................................................................25

    5.6.3 RFPFormforegeplastSLM2.0SewagePressurePipe...................................................................... 26

    5.7 RecyclingandEnvironmentalProtection............................................................27

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    Trenchlessinstallation:Veryhighdemandsonpipelines

    Open-trench pipe installation notonly represents a hazard to trafcand causes annoyance to local resi-dentsbutalsopermanentlydamagestheroadsurface.Thishasresultedina growing acceptance of trenchlesspipeinstallationmethods,whichcan

    alsobeusedtolaypipesunderrivers,lakesortrafcroutes.

    Atthesametime,thesemethodssavetimeandmoney.Costsavingsofupto50percentcanbeachievedaccord-ingtoapublicationbytheBavarianStateMinistry for Regional Develop-ment and Environmental Affairs ofSeptember11,1996-apowerfular-gumentinviewofthehighcostpres-sureonthepublicpurse.

    Various options are available fortrenchless pipe installation. With all

    thesemethods,thereisanincreasedrisk of pipe damage. The extent ofthis damage cannot be determinedoncethepipeislaid(blackboxinstal-lation!). For this reason, pipes withaprotectiveouterlayerarerequiredand are therefore recommended bythe DVGW (German Association ofGasandWaterEngineering)fordirec-tionaldrilling(CodeofPracticeGW

    321)andforpipebursting(CodeofPracticeGW323).

    5.1ProcedureDescription

    Fig5-4

    Thismethodistechnicallychallenging.Dependingonthematerialfromwhichtheoldpipeismadeandtheconditionoftheoldpipe,thenewpipeissusceptibletoscratchesandscoring.Shardsandstonescangiverisetoincreasedpointloadsduringservice.

    Fig5-3

    Thismethodisusedforrenovatingdefectivepipelines.De-pendingonthe condition ofthe old pipe,scratches andscoringcanbecausedinthenewpipe.SteelpipeswithV-weldsposeaparticularlyhighrisk.Increasedpointloadsarenotlikelywiththismethod.

    ScoredepthPointload

    Relining(longpipe) Pipebursting

    Fig5-2

    Using an impact mole, pipes - generally domestic serv-ice connections - are red over a few metres throughtheground.Surroundingstonesscratchthenewpipeandcausepointloads.

    Soildisplacement

    Fig5-1

    Horizontal directional drilling is a steerable wet drillingmethod.Dependingonthenatureofthesoilandboreholeradius,scratches,scoringandpointloadingbystonescandamagethenewlyinstalledpipe.

    Horizontaldirectionaldrilling(HDD)

    ScoredepthPointload

    ScoredepthPointload

    ScoredepthPointload

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    5.2ProductDescription

    Protectivefunction1Protectionfromscoringandnotching

    Protectivefunction2Weakeningoffastcrackpropagation

    Protectivefunction4Hightearstrengthgivescracksnochance

    Protectivefunction5Highcrackresistancepro-tectsagainstcrackforma-tionthroughpointloads

    Protectivefunction3Distributionofpointloads

    TheSLM2.0pipeoffersthefollowingprotectivefunctions:

    egeplast SLM2.0 DrinkingWaterPipesGasPipesSewagePressurePipes

    Trenchlessinstallationmethodsimposehigherdemandsonthepipematerial.Thepressure-bearingpipewalloftheSLM2.0 is produced from modernPE100RCplus pipe materials (Resist-

    ancetoCrack),andthepipealsohasan extremely abrasion-resistant outerlayertoprotectitfromscratchesandscoring. This hard outer layer is es-sentialforblackboxinstallationandtherefore recommended by the Ger-manDVGWfortrenchlessinstallationtechniques.

    Protectivefunction1Inordertopreventpipefailure,theEN

    standardsandDVGWWorksheetsG472andW400-2permitabrasionsonlyto10%oftheminimumwallthick -ness.Furthermore,thedamagemustrun out smoothly so as to preventcrackinitiation.To reliably protect HDPE pipes fromscoring during trenchless installation,egeplasthas,therefore,addedtheex-traprotectivecoatingoftheSLM2.0pipe.Thesecureprotectionfromscor-ingandnotchingreliesonanaddition-

    allayermadeofamineral-reinforcedpolypropylene.Thispreventsdamagefrom reaching the pressure bearingpipecore.

    Protectivefunction2Thedoublelayerconstructioninhibitsfastcrackgrowth.

    Protectivefunction3In operation, the protective coatingpreventsdirectcontactbetweenstonesoroldpipeshardsandthepressurebearingHDPEpipe.Thepointloadswhich arise are distributed by theprotective coating, thereby distinctlyreducingthestresspeaks.

    Protectivefunction4The modern, crack resistant sub-

    stance of the core pipe, made ofPE100RCplus, provides the protec-tion against crack propagation. ThetearstrengthofthismaterialhasbeendemonstratedbyitshighvaluesintheFNCTtest.

    Protectivefunction5Thematerialofthecorepipehasa

    very high resistance to stress crack-ing;thispreventscracksontheinsideofthepipefrombeinggeneratedbythestresspeakswhichresultfrompointloads.

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    5.3PE100RCplus

    QualityAssurance

    Fig5-6:FullnotchcreeptestFNCT(ISO16770)

    Fig5-5:Notchtest(ISO13479)

    Fig5-7:PointloadtestusingtheDr.Hesselmethod

    Moderninstallationproceduresmakespecial demands of pipe material.Thematerialsusedmustsatisfyaddi-tional requirements, over and abovethematerialpropertiesmonitoredac-cording to the applicable standardsandDVGWWorksheetGW335PartA2. The resistance ofthepipemate-rial to slow crack growth is critical

    forthelifespanofthepipeunderex-tremeoperatingconditions,ifthepipeistoachievethestandardservicelifeof100yearsinspiteoftheincreaseddemands. In particular, resistance tostress-induced cracking can be im-provedenormouslythroughoptimisedpolymerisation. The qualities of to-daysPE100RCplusallowittoalmost

    reachtheresistancetostress-inducedcrackingof cross-linked polyethylenePEX,whichhasbeenusedforyearsinharshconditions.ThenotchtestandtheFNCTtestpro-vide information about the stress-in-ducedcrackingbehaviour(slowcrackgrowth)ofapipematerial.

    In the notch test according to ISO13479,asectionofpipeisnotchedasspecied,andafterwardstestedtode-structionatatesttemperatureof80Candtestpressureof9.2bar(SDR11,PE100).ISO16770describesafurtherdevel-opmentofthenotchtest.IntheFNCT,

    smalltestbarsofthematerialtobetestedareincisedwithasharpedge

    and,at80C(+2%ArkopalN100),subjectedtoaconstanttensileloadof4N/mm2untiltheyfail.Thetestsimu-lateslocalisedstressconcentrations.Anadditional check is the point loadtestusingtheDr.Hesselmethod.Thistestreproducesverywelltheeffectofastonepressingagainstthepipe.An

    pipe, which has been internally pres-surised,isalsodentedinwardsusinga

    roundpunchasapointload(penetra-tiondepth:8.2%oftheexternaldiame-ter)inordertosimulatethestresscausedbyastone.Thetestiscarriedoutatatemperatureof80C(+2%ArkopalN100).

    So as to be ableto make estimatesof the service lifeof pipes underadditional pointloading, Dr. Hes-

    sel Ingenieurtech-nik compared tests

    of pipes under internalpressure, and with additional pointloading,totheresultsfromtheFNCTtest (3R international 4/2001 and

    6/2001). With this comparison, thestressestowhichapipeinstalledwith-outasandbedisexposedduringitsoperatinglifemayberelatedtotheresultsofFNCT testing,and thus theFNCTtestmaybeadoptedforregularqualitymonitoring.

    Performedwithintheframeworkofthefullqualitytestingcycleare:monitor-ing of the material properties of allPE100RCplusrawmaterialchargesby

    FNCTtests,andmonitoringofthema-terial properties after processing oftherawmaterial.Thelatteriscarriedoutontheproducedpipebyatestinglaboratorywhichisaccreditedtoper-formsuchanalyses.ThePE100RCplusmaterialsperformdistinctlybetterthanthestandardPE100typesinboththenotch and FNCT tests, with valuesthatliewellabovethosestipulatedforpipeswithprotectiveproperties.

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    Tab5-1 1)Valuesfrom3R-international4/2001and6/2001

    2)ThePE100+Associationisanamalgamationofpolyethylenemanufacturerswhovoluntarilyexceedthestandardrequirements

    3)Datafromafewmanufacturers

    Thequalityofthematerialutilisedcanbedocumentedonrequestwitha3.1Bcerticate.

    egeplastusesonlyselectedPE100ma-

    terials(PE100RCplus)fortheegeplastSLM2.0 pipe. These materials mustdemonstrateatimetofailureofatleast3300hintheFNCT.Asanadditional

    control,thequalityofPE100RC plusismonitoredwithintheframeworkofthefullqualitytestingcycle.Thequalityofthesematerialsissuchthattheirsuitabil-ityfora100yearservicelifeforapipe

    underpointloadingmaybeconrmedbystructuraltesting.egeplastSLM2.0pipes are subjected regularly to suchstructural testing: an internal pressure

    creeptestlastingforoneyear,withad-ditionalpointloading,at80C(+2%ArkopalN100).ThePE100RCplusmaterialsperformdis-tinctlybetterthanthestandardPE 100

    typesinboththenotchandFNCTtests,with values that lie well above thosestipulatedforpipeswithprotectiveprop-erties.

    InternalPressureCreepTest

    S4Test(FastCrackGrowth)

    110x10mmNotchTest FNCT

    PointLoadTest,Dr.HesselMethod

    PEasperGW335PartA2

    s=12,4N/mm2;20C

    100hasperDIN8075

    pc8bar80C;9.2bar

    500h250-800h1) 10003000h1)

    PE100+2)s=12,4N/mm2;

    20C200h

    pc10bar80C;9.2bar

    500h250800h1)

    >300h3)10003000h1)

    PE100RCpluss=12,4N/mm2;

    20C200h

    pc10bar80C;9.2bar

    5000h 3300 h 8760 h

    Monitoringagreement

    Testcertificates

    KIWA

    VGWDVGW

    Certifyingbodies

    Monitoringreports

    Continuousqualitymonitoring

    Internalandexternalqualitychecking

    Qualityandsystemaudits

    Productionandprocessmonitoring

    Customerrequirements

    Monitoring

    HesselIngenieurtechnikGmbH

    ContinualchargetestingforRCplusmaterials

    Materialtestingafterpipemanufacture

    Regularstructuraltestingofpipesbymeansofpointloadingexperiments

    Testcertificate

    Contractuallyagreed:

    Full Quality Testing Cycle

    Checkingofgoodsreceived

    Productionchecking

    Producttesting

    ConfirmationofthesuitabilityoftheSLM2.0pipeforinstallationwithoutasandbed,andfortren-chlessinstallation

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    Tab5-2

    TestingoftheMaterialPE100RCplus

    Property Requirement TestProcedure Frequency

    Meltindex asperspecicationsENISO1133:1999ConditionT5kg,190C10minutes

    Min.1xperweekaswellasoneverychangeofmaterialandoneverydimensioncheck

    Lossondrying 0.1% Infraredmethod percharge

    Homogeneity grade3 ISO18553 percharge

    Density 930kg/m3 DINENISO1183-2,

    DINENISO1872-1percharge

    Colour asperDVGWGW335PartA2 regularly

    ResistancetoweatheringasperDVGWGW335PartA2DINEN12201-1DINEN1555-1

    BlackasperISO6964,blueandyellowasperDINEN921andfollowingDINENISO6259-1

    regularly

    Thermalstability >20minutesat200C DINEN728 percharge

    MicrobiologyasperKTWrecommendationaswellasDVGWGW335PartA2

    DVGWW270 approvaltesting

    FastcrackgrowthasperDVGWGW335PartA2DINEN12201-1

    DINEN1555-1

    ISO13477 1xannually

    GasresistanceasperDVGWGW335PartA2DINEN12201-1DINEN1555-1

    DVGWGW335PartA2 approvaltesting

    HygieneasperKTWrecommendationaswellasDVGWGW335PartA2

    DINEN10204 approvaltesting

    OdourandtasteasperKTWrecommendationaswellasDVGWGW335PartA2 DINEN10204 percharge

    SlowcrackgrowthasperDVGWGW335PartA2DINEN12201-1DINEN1555-1

    NotchtestDINENISO13479 1xannually

    Slowcrackgrowth>3300hasperFullQualityTestingCycle

    FNCTISO1677080C,4N/mm2,2%Arkopal

    percharge

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    TheegeplastSLM2.0pipeis,asaconsequenceofitsexcellentresistancetostress-inducedcracking,insensitivetopointloadsandthereforeneednotbebeddedinsand.Itissuitableforinstallationwithoutasandbed,andfortrenchlessinstal-lation.

    Tab5-3

    AdditionalTestingoftheFinishedPE100RCplusPiping

    Property Requirement TestProcedure Frequency

    LabellingasperDVGWGW335PartA2DINEN12201-2DINEN1555-2

    visualinspection regularlyever y2hours

    Texture asperDVGWGW335PartA2 visualinspection regularlyevery2hours

    Colour asperDVGWGW335PartA2 visualinspection regularlyevery2hours

    Warmstorage asperDVGWGW335PartA2 1xperweek

    Homogeneity asperDVGWGW335Par tA2 visualinspection 1xperweek

    Thermalstability >20minutesat200C DINEN728 1xperweek

    InternalpressurecreeptestasperDVGWGW335PartA2DINEN12201-2DINEN1555-2

    80C,165h;PE80s =4.6N/mm2PE100s =5.5N/mm2

    oneverystartatleast1xperweek

    Meltindexmax.20%variationfromtherawmaterial

    ENISO1133:1999ConditionT5kg,190C10minutes

    oneverychangeandoneverydimensioncheckatleast1xperweek

    HygieneasperKTWrecommendationaswellasDVGWGW335PartA2 DVGWW270 1xannually

    LabellingasperDVGWGW335PartA2DINEN12201-2DINEN1555-2

    visualinspection regularlyever y2hours

    Slowcrackgrowth>3300hasperFullQualityTestingCycle

    FNCTISO1677080C,4N/mm2,2%Arkopal

    6xannually

    Pointloadingtest>8760hasperFullQualityTestingCycle

    HESSELPAPLP2.2-22004-0580C,4N/mm2,2%Arkopal

    3xannually

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    It is not allowed to multiply this confirmation or parts of this confirmation without written permission of HESSELIngenieurtechnik.

    Confirmation of continuous Quality Inspection

    Subject: Inspection of pipes made from PE 100 RCplus within the scope ofthe Full Quality Testing Cycle

    Product: egeplast SLM2.0-pipe for drinking water, gas supply and wastewater for non-conventional pipe installation

    Manufacturer: egeplast Werner Strumann GmbH & Co. KGRobert-Bosch-Str. 7, DE-48268 Greven, Germany

    Scope of inspection: 1. Prove of the transfer-function from testing to service conditions

    (Full Quality Testing Cycle) 2. Inspection of the materials properties of all raw materialbatches designated as PE 100 RCplus using the FNCT

    3. Inspection of the materials properties after processing

    4. Prove of the expected minimum service life using pipes underpoint load in type tests every year

    5. Statistical validation of the minimum requirements ofPE 100 RCplus

    HESSEL Ingenieurtechnik GmbH

    Am Vennstein 1aD-52159 Roetgen

    Tel.: +49 2471/ 920 220Fax: +49 2471/920 2219E-Mail: [email protected]: www.hessel-ingtech.de

    Date: 16.07.2004

    Authorized to sign: (Dr.Ing. Joachim Hessel)

    Officially approved as a test, inspection and certification facility (NRW 37).

    DAP-PL-3760.00

    According to DIN EN ISO/IEC 17025 accredited Test-Laboratory byDAP Deutsches Akkreditierungssystem Prfwesen GmbH

    This is to certify that due to the above mentioned inspections the following minimum requirements

    are fulfilled:

    FNCT (PA FNCT 2.1-3 2004-03): 4 N/mm, 80 C, 2% Arkopal N-100 testing time: >3300 h

    Point loading test (PA PLP 2.2-2 2004-05): 4 N/mm, 80 C, 2% Arkopal N-100 testing time: >8760 h

    The egeplast SLM 2.0-pipes made from PE 100 RCplus are qualified for sandless and trenchless

    installation techniques.

    Fig5-8

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    5.4TechnicalInformation

    5.4.1ProductDataSheetforSLM2.0DrinkingWaterPipes

    Dimension: OD25mmOD1200mm

    Pipeconstruction:

    Medium-bearingpipeblackProtectivecoatingontheoutsidebluetoidentifythemediumasdrinkingwater

    with4greendoublestripestosignifyapipewithaprotectivecoating

    SDR17;SDR11;SDR7.4

    Material: Medium-bearingpipe:PE100RCplus(ResistancetoCrack)

    Protectivecoating: Patented, mineral-reinforced polypropylene coat, con-

    tinuouslyextrudedonduringthemanufacturingprocess

    Approval: DVGW*,SVGW,VGW*,DIN-Gost*,IGNG*,DWI**Theapprovalspertaintothemedium-bearingpipe

    Standards: DVGWGW335;DIN8074/75;DINEN12201

    Weldinggroup: 003

    Labelling: With coloured metre marking on the medium-bearing pipe and additionalmarkingoftheprotectivecoating

    Deliveryform: 6,12or20mstraightlengths(uptomax.30m)Bundledcoilsof100m(uptoOD160/180mm)CustomlengthsonrequestLargerlengthsondrums

    Regulatorycode/installationmethods: DVGWW400-1/2,GW320,GW321,GW323;DINEN805;DIN4124

    Materialtesting: HESSELIngenieurtechnik

    egeplast SLM2.0

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    5.4.2ProductDataSheetforSLM2.0GasPipes

    Dimension: OD25mmOD1200mm

    Pipeconstruction:

    Medium-bearingpipeblackProtectivecoatingontheoutsideorangetoidentifythemediumasnatural

    gaswith4greendoublestripestosignifyapipewithaprotectivecoating

    SDR17;SDR17.6;SDR11

    Material: Medium-bearingpipe:PE100RCplus(ResistancetoCrack)

    Protectivecoating: Patented, mineral-reinforced polypropylene coat, con-tinuouslyextrudedonduringthemanufacturingprocess

    Approval: DVGW*,SVGW,VGW*,DIN-Gost*,IGNG**Theapprovalspertaintothemedium-bearingpipe

    Standards: DVGWGW335;DIN8074/75;DINEN1555

    Weldinggroup: 003

    Labelling: With coloured metre marking on the medium-bearing pipe and additional

    markingoftheprotectivecoating

    Deliveryform: 6,12or20mstraightlengths(uptomax.30m)Bundledcoilsof100m(uptoOD160/180mm)CustomlengthsonrequestLargerlengthsondrums

    Regulatorycode/installationmethods: DVGWG472,GW320,GW321,GW323;DINEN805;DIN4124

    Materialtesting: HESSELIngenieurtechnik

    egeplast SLM2.0

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    5.4.3ProductDataSheetforSLM2.0SewagePressurePipes

    Dimension: OD25mmOD1200mm

    Pipeconstruction:

    Medium-bearingpipeblackProtectivecoatingontheoutsidebrowntoidentifythe mediumassewage

    with4greendoublestripestosignifyapipewithaprotectivecoating

    SDR17;SDR11;SDR7.4

    Material: Medium-bearingpipe:PE100RCplus(ResistancetoCrack)

    Protectivecoating: Patented, mineral-reinforced polypropylene coat, con-tinuouslyextrudedonduringthemanufacturingprocess

    Approval: TheegeplastSLM2.0sewagepressurepipesaremanufacturedaccordingtoZP14.3.1andbeartheDINCertcomarkofconformity

    Standards: DVGWGW335;DIN8074/75;DINEN13244

    Weldinggroup: 003

    Labelling: With coloured metre marking on the medium-bearing pipe and additional

    markingoftheprotectivecoating

    Deliveryform: 6,12or20mstraightlengths(uptomax.30m)Bundledcoilsof100m(uptoOD160/180mm)CustomlengthsonrequestLargerlengthsondrums

    Regulatorycode/installationmethods: Recommended:byanalogytoDVGWW400-1/2,GW320,GW321,GW323;DINEN805;DIN4124

    Materialtesting: HESSELIngenieurtechnik

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    Like a hard shell, the protectivecoatingkeepsthedirectloadawayfromthepressurebearingpipeanddistributes the additional stress.Analyses using the nite element

    method show what advantages apipewithaprotectivecoatinghaswithregardtoitsresiliencetopointloading. No stress concentrationactsonthecorepipeintheimmedi-ateareaofcontact.

    Theselectedhigh-quality,extremelycrackresistantPE100RCpluspoly-ethylene materials of the pressurebearingcorepipegivecrackforma-tionnochance.Forpipebursting,

    theDVGWdemandsFNCTvaluesof2700hfordrinkingwaterpipesand3300hforgaspipesinitsWork-sheetGW323.PE100RCplus-mate-rialsarecheckedduringtheincom-inggoodsinspectionfor>3300h.TheserequirementsaremetbythecorepipesoftheSLM2.0.

    Fig5-11:Finiteelementmethod(FEM)computa-

    tionalmodel,MuensterUniversityofAppliedSci-

    ences,stressconcentration:pointandlinearload

    safetylineforcoatedpipe

    Fig5-12:Pointloadtestusingthe

    Dr.Hesselmethod

    5.4.5DoubleProtectionagainstPointLoads

    Pipeswithprotectivecoatingsofferdoubleprotectionagainstpointloads:

    TheSLM2.0istheresultofconsistentandsteadyfurtherdevelopmentofthewellprovenSLMpipe.Conrmationofitsimprovedqualityhasbeenpro-videdbyestablished,independenttest-inginstitutes.Thepressurebearingpipewallconsistsof PE 100 RCplus (optionally PE 80),whichguardsreliablyagainstdamageby virtue of its excellent crack resist-

    ance.The protective coating of polypropyl-enereliablyprotectsthemedium-bear-ingpipeagainstscratchesandscoringfromoutside.Inaddition,pointloads,suchasthosewhichcanarisethroughstones or shards, are spread over agreatersurfaceareabytheprotectivecoating,soreducingthestressconcen -tration.Thehardnessofthepipecoatingresultsfromthespecialcompositionofthema-terial. egeplast incorporates mineral

    microparticles into the polypropyleneprotectivecoating;thesepermitnotice-ablylessscoringandabrasion.

    Theseclearimprovementsintheprod-uct characteristics have been veriedthroughscratchtestingbytheMaterial-prfanstalt (Materials Testing Institute)inHanover,amongstothers(Fig5-9).

    Scratchdepthinmm

    SLM-2.0 PPnotreinforced PEX PE100RCplus

    PE80

    Fig5-10:Mineralmicroparticlesinthe

    coatingmaterial

    5.4.4ProtectionfromAbrasionduringTrenchlessInstallation

    Fig5-9:Resultsofscratchtesting,ofcialmaterialstestinginstituteattheUniversityofHanover

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    5.5.1GeneralInformationonInstallation

    TheSLM2.0consistsofacorepipein accordance with DIN 8074/75,uponwhichaprotectivecoatingisad-ditionallyextrudedinordertoincrease

    its scratch and abrasion resistance.Thefourgreendoublestripesservetoidentifyitasamultiplelayerpipe.

    ScopeofapplicationThe installation instructions apply tosoilcoveredegeplastSLM2.0pipeswithcorepipesmadeofHDPEinac-cordance with DIN 8074 and DIN8075foruseasdrinkinganddomesticwaterpipelines,andasgaspipelines.The pipe jointsand pipeline compo-nentsmustberatedforusewiththeir

    respectiveoperatingpressures.

    Installation,opentrenchmethodegeplast SLM2.0pipes are suited forinstallation without a

    sandbedbecausetheyaremadeofPE100RCplus,whichishighlyresistant

    to stress-induced cracking.Their suit-abilityforinstallationwithoutasandbedisveriedbyanindependenttest-inginstituteonthebasisofcontinualqualitychecks.

    Theexcavatedsoilissuitableforback-llingifitcanbecompacted.egeplastdoes not make any provisos for itscomposition in terms of grain size.Considerablecostsavingsresultfromeliminatingtheneedtodisposeoftheexcavatedsoil.

    For assessment of individual cases,itisnecessarytodeterminethetotalcost of soil replacement and weighthatagainsttheadditionalcostoftheSLM2.0pipe.

    ThestandardsforassessmentofthellbasearesetbyZTVA-StB97fromtheGermanRoadandTransportationRe-searchAssociationinCologneaswellasbyDIN4022andDIN18196.

    Thepipetrenchistobedugoutinac-cordancewithDIN4124(trenchpro-leandsheeting)andDIN1998(lay-outofpipelinesinpublicareas).Theminimumcoveringforgaspipelinesis0.6to1.0m,althoughthecoveringcanbereducedto0.5mforsectionsuptoca.2.0mlongwhichdonotcarry a heavy load (front gardens,pavements).Drinkingwaterandsew-agepressurepipelinesaretobelaidatadepthof1.0to1.8m(accordingtoclimateandgroundconditions)safe

    fromfrost.Applicabletotheconstruc-tionofwaterconduitsis,furthermore,DVGWWorksheetW400-2.

    Installation,ploughingandcutting

    TheegeplastSLM2.0 pipe is flexible and

    manoeuvrable. These

    attributes make installation using theploughingorcuttingprocedurespos-sible.Theminimumallowablebendra -diusshouldbeobserved.Thebendra-diuscan,however,beunder-steppedforashorttimeduringtheinstallationprocess,providedthatthepipestringissupportedbysomemechanism,e.g.guiderollers,thatmakeskinkingofthepipeimpossible.Theincreasedstretchingoftheouterbreswhichresultsfromthisisnotcriti-calforPE100RCplus,thematerialusedhere.

    Installation,trenchlessmethod

    Thereisahigherriskof damage duringtrenchless installation

    and renovation pro-cedures. The extentofthisdamagetothe

    pipecannotbedeterminedafterwards(blackboxinstallation)!Forthisreason,pipeswithaprotec-tive coating are essential. Multiplelayer pipes such as the egeplastSLM2.0constituteapracticableso-lutionhere:theyallowcontinueduseoftheapprovedandtestedegeplastgas, drinking water, and sewagepipes, while ensuring that the outersurfaces of the pipes are abrasionresistantforusewithinnovativeinstal-lation methods. DVGW WorksheetsGW321(water-jetdrilling)andGW

    323 (pipe bursting) recommend theuseofpipeswithprotectivecoatings.The DVGW regulations specify the

    maximum permitted tractive forcesfortrenchlessinstallationprocedures;these may not be exceeded. Over-shooting these limits leads to per-manent damage to the new piping.egeplastrecommendstheuseofsuit-abledataloggersforcompletedocu-mentationoftheconstructionproject.The minimum allowable bend radiusshouldbeobserved.Longitudinal force-locked joining pro-ceduresmustbecarriedoutaccordingtothe currentregulatorycodes oftheDVGWandDVS.The egeplast installation guidelinesshouldbefollowedsoastoavoidstepsatthejointsduetomisalignment.

    5.5InstallationGuidelinesforSLM2.0PipesSupplementtotheinstallationinstructionsforPEpressurepipesA135andA435fromtheKunststoffrohrverbande.V.inBonn

    Openwithsandbed

    Openwithoutsandbed

    Soildisplace-ment

    Relining

    Waterjetdrilling

    Pipebursting

    Ploughing Cutting

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    5.5.2JoiningTechniques

    Opentrenchinstallation,ploughingandmillingelectrofusionwelding

    Fig5-15:Markingtheareafromwhichthe

    coatingistobestripped

    Fig5-18:WeldinginaccordancewithDVS2207,Part1

    Fig5-16:Removaloftheprotectivecoating

    withtheegeplastcoatingcutteror

    withtheegeplastM10strippingtool

    Fig5-17:Removaloftheoxidelayerusingarotaryscraper

    egeplastSLM2.0pipesmaybeweld-edtoallthecommonlyusedmouldedttingsmadefromPE100andPE80for electrofusion welding, after strip-pingthecoatingfromthepipeends.Theguidelinesandspecicationsgiv-enbythettingsmanufacturersmustalsobefollowed.

    Before electrofusion welding ofSLM2.0 pipes can take place, theprotective coating must be removedusinganegeplastcoatstrippingtool(Fig 5-15/16). Coat stripping of thepipeendscanbecarriedoutbyege-plastonrequest.

    Thelengthofcoatingtobestrippedcorrespondstoatleasthalfthelengthofthesleevetting(seeTab5-4).Thecontact surfaces must be preparedby scraping and/or cleaning beforewelding(Fig5-17).

    For stress free welding of pipe sup-pliedasbundledcoils,egeplastrec-ommends use of the egeplast pipe-heatersystem(Fig5-13/14).

    Once the sleeve ttings have beenmounted,thetreatedareasareheat-ed to fusion temperatureby passingelectric current though integratedresistance wires (heating coil) in thesleevettings,andtherebyweldedto-gether(Fig5-18).Theweldingprocesstakesplaceautomaticallyifthedeviceissetupappropriately.Theassemblyinstructions given by the respectivemanufacturers are to be followed.Standards for workmanship are laidoutinDVS2207,Part1.

    Fig5-13:Straighteningbundledcoiland

    drumendswiththeegeplastpipe-heatersystem

    Fig5-14:Thepipeendsarepreparedopti-

    mallyforsecurewelding

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    egeplast SLM2.0

    egeplast SLM2.0 pipes are manu-facturedfromPE100RCplusmaterialsbelongingtoweldinggroup003.Theprotectivecoatingisextrudedontothemedium-bearingpipe,andisremovedaccordingtotheegeplastinstallationinstructions before joining. After this,welding with one another and withany other approved material is pos-sible.

    BeforebuttfusionweldingofSLM2.0cantakeplace,theprotectivecoatingmust be removed using an egeplastcoatstrippingtool(Fig5-21-23).Itisadvisable to use the M10 strippingtoolandthecoatingcutterforthis.Ro-taryscrapersarenotrecommended.Coat stripping of thepipe ends canbecarriedoutbyegeplastonrequest.Welding should be carried out incompliancewithDVS2207,Part1instandardweldingmachines,in which

    theuseofskimmedweldingshoesad-justedtothespecicexternaldiameterisrecommended.Clampingjawssuit-able for welding machines from theWidoscompanycanbesuppliedfreeofchargebyegeplast(Tab5-5).

    Forstressfreeweldingofpipesuppliedas bundled coils, egeplast recom-mendsuseoftheegeplastpipe-heatersystem (Fig 5-19/20). The sequenceofoperationscontinuesasspeciedin

    DVS2207,Part1,untiltheformationofauniformlycircularweldbead(Fig5-25/26).For open trench installation,and forploughingandcuttingusingegeplastpipeswithprotectivecoatings,cover-ingoftheweldedjointafterwardsisnotnecessary.

    Exception:Whenusingthemoleploughingmeth-od, the joints must be covered afterwelding as per the instructions Pipeburstingbuttfusionwelding.

    Opentrenchinstallation,ploughingandmillingbuttfusionwelding

    Fig5-21:Markingtheareafromwhich

    thecoatingistobestripped

    (seeTable5-4)

    Fig5-25:Weldinginaccordancewith

    DVS2207,Part1

    Fig5-26:Removaloftheweldbeadwithan

    externalbeadremover

    Fig5-22:Removaloftheprotectivecoating

    withtheegeplastcoatingcutter

    Fig5-23:Removaloftheprotectivecoating

    withtheegeplastM10strippingtool

    Fig5-24:Fasteningthespecialclamping

    jawsavailablefromegeplast

    (seeTable5-5)

    Fig5-19:Straighteningbundledcoiland

    drumendswiththeegeplastpipe-

    heatersystem

    Fig5-20:Thepipeendsarepreparedopti-

    mallyforsecurewelding

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    egeplast SLM2.0

    egeplast SLM2.0 pipes are manufac-turedfromPE100RC

    plusmaterialsbelong-

    ingtoweldinggroup003.Theprotectivecoating is extruded onto the medium-bearingpipe,andisremovedaccordingtotheegeplastinstallationinstructionsbe-forejoining.Afterthis,weldingwithoneanother and with any other approvedmaterialispossible.

    BeforebuttfusionweldingofSLM2.0

    can take place, the protective coatingmustberemovedforatleast20mmus-ingan egeplastcoat stripping tool (Fig5-29-31).ItisadvisabletousetheM10strippingtoolandthecoatingcutterforthis.Rotaryscrapersarenotrecommend-ed.Coatstrippingofthepipeendscanbecarriedoutby egeplastonrequest.Weldingshouldbecarriedoutincompli-ancewithDVS2207,Part1instandardweldingmachines, inwhich the use ofskimmedwelding shoesadjustedto thespecicexternaldiameterisrecommend-

    ed.Clamping jawssuitable forweldingmachinesfromtheWidoscompanycanbesuppliedfreeofchargebyegeplast(Tab5-5).Forstressfreeweldingofpipesuppliedasbundledcoils,egeplastrec-ommendsuseoftheegeplastpipe-heatersystem(Fig5-27/28).

    ThesequenceofoperationscontinuesasspeciedinDVS2207,Part1,untilthefor-mationofauniformlycircularweldbead(Fig5-33/34).

    According to DVGW Worksheet GW323, suitable external protection is re-quiredforpipesmadeofPE100installedbymeansoftrenchlessmethodsusingthepipe bursting procedure.Thepipesex-ternalprotectionmustbereconstitutedtogiveaushoutsidesurface.ItisthereforemandatorywithSLM2.0toprotecttheareaabouttheweldseparatelyforpipebursting installation. If the formation oftheweldbeadshouldreachbeyondthethicknessof theprotective coating, thenthebeadistoberemovedusinganexter-nalbeadremover.

    Continuedonthenextpage

    Pipeburstingbuttfusionwelding

    Fig5-29:Markingtheareafromwhichthe

    coatingistobestripped

    (seeTable5-4)

    Fig5-33:Weldinginaccordancewith

    DVS2207,Part1

    Fig5-34:Removaloftheweldbeadwithan

    externalbeadremover

    Fig5-30:Removaloftheprotectivecoating

    withtheegeplastcoatingcutter

    Fig5-31:Removaloftheprotectivecoating

    withtheegeplastM10strippingtool

    Fig5-32:Fasteningthespecialclamping

    jawsavailablefromegeplast

    (seeTable5-5)

    Fig5-27:Straighteningbundledcoiland

    drumendswiththeegeplastpipe-

    heatersystem

    Fig5-28:Thepipeendsarepreparedopti-

    mallyforsecurewelding

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    egeplast SLM2.0

    Continued:pipeburstingbuttfusionwelding

    Fig5-35:CoatingwithDensolidHK7

    Fig5-37:Smoothingoutthellermaterial

    Fig5-36:Layingdownthefabrictape

    Fig5-38:Smoothersurfaceby

    wrappingwithadhesivetape

    Densolid HK7 is a fast curing, impactresistant two-component ller materialbasedonpolyurethane.Toreducethecuring time at lower temperatures, thefasterreactingDensolidHK7-Wshould

    beusedinwinter.Thelledringshouldbe reinforcedadditionally with polyes-terfabricmesh(e.g.DensolanES)forexternalpipediameters110mm(Fig5-36).Asinglelayerwrappingissuf-cientfordimensionsof110-180mm;fordimensions180mm,thefabricshouldbelaiddownintwolayersinthellingcoatbeforeithashardened.Whenus -ingfabrictape,careshouldbetakentopressthetapewellintotheresinsothatthellermaterialpermeatesthemeshofthefabricwell.Themanufacturersrec-

    ommendations for handlingare tobeobserved.

    As an alternative to Densolid HK7,egeplastoffersresin-impregnatedglassbre wrappings. These are activatedwithwater.Aftersoakinginclearwa-terforca.10-15sec,thewrappingiswoundaroundtheareatobeinsulated.Indoingso,careshouldbetakenthatthisareaisfullywrapped,andthatitiswrappeduntilitisushwiththepro-

    tective coating. The wrappings areobtainableinwidthsbetween2.5cmand12.5cm,accordingtotheexposedareatobecovered.Thenishedareais bound liberally with adhesive tapeafterwardsforamoreevenhardeningofthewrapping.Nostrainshouldbeputonthepipelineuntilthewrappinghasfullyhardened.The manufacturers instructions are tobefollowedindoingso.Thecontinuouslyushexternalsurfacerequired for pipe strings intended foruseintrenchlessinstallationproceduresisguaranteedbythecoveringprocessdescribedabove.

    AlternativeB:Coveringwithresin-impregnatedglassbrewrapping

    Fig5-39:Soakthewrappinginclearwater

    for10-15sec.accordingtothe

    manufacturersinstructions

    Fig5-41:Bindthecoveredarealiberally

    withadhesivetapeforamoreeven

    hardening

    Fig5-40:Windthewrappingtautlyaround

    theweldareauntilitisushwith

    theprotectivecoating

    Fig5-42:Donotputanystrainonthe

    pipelineuntilthewrappinghasfully

    hardened

    Theunprotectedareabetweenthestrippedendsofthecoatingistobeevenedoutandprotected.Inthisway,asmoothpipesurfaceiscreatedwhichdoesnotofferanypointofmechanicalcontact.TheexposedPEpipeistoberoughenedwithsandpaper(orsimilar)toguaranteestrongbonding.egeplastrecommendsthefollowingalternativeproceduresforcoveringafterwards:

    AlternativeA:CoveringwithDensolidHK7

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    egeplast SLM2.0

    Water-jetdrillingandreliningbuttfusionwelding

    Fig5-45:Markingtheareafromwhichthe

    coatingistobestripped

    Fig5-46:Removaloftheprotectivecoating

    withtheegeplastcoatingcutter

    Fig5-47:Removaloftheprotectivecoating

    withtheegeplastM10strippingtool

    Fig5-49:Weldinginaccordancewith

    DVS2207,Part1

    Fig5-50:Thenishedweld

    BeforebuttfusionweldingofSLM 2.0pipescantakeplace,theprotectivecoat-ingmustberemovedusinganegeplastcoatstrippingtool.Forreliningandwa-ter-jetdrillingundereasysoilconditions,theweldbeadcanbesufcientaspro-tectionfortheweldzone.Inthiscase,itis,however,necessarythattheweldbeadllsoutcompletelytheunprotectedareabetweenthepolypropylenecoat-

    ings.Fixedcoatstrippinglengthscannotbespeciedduetovaryingconditionsatconstructionsites.SomeguidanceisofferedbyAppendix1ofDVS2202-1(AcceptableWeldBeadWidthsforButtFusionWeldSeamsonPipesmadeofPEandPP);seealsoFig5-57.

    Oversized gap widths, which are notlledoutbyformationoftheweldbead,must be covered over in accordancewiththeguidelinesforpipeburstingbuttfusionwelding(seepage15/16).

    Theuseofspecialclampingjawsisre-quiredtomakesurethatthepipeendsareproperlyclampedinthebuttweld-ingmachineandtopreventdamagetotheprotectivecoating(Fig5-48).Theseareadjustedexactlyforthethicknessoftheprotectivecoating,whichvariesac-cordingtothecorepipediameter,andareavailablefromegeplast.

    Forstressfreeweldingofpipesupplied

    asbundledcoils,egeplastrecommendsuseoftheegeplastpipe-heatersystem(Fig5-43/44).

    ThesequenceofoperationscontinuesasspeciedinDVS2207,Part1,untiltheformationofa uniformly circularweldbead (Fig 5-49/50). The weld beadmustllouttheannulargapbetweentheprotectivecoatingssothatprotectionisprovidedforthecorepipeduringwater-jetdrillingorrelining.

    Fig5-43:Straighteningbundledcoiland

    drumendswiththeegeplastpipe-

    heatersystem

    Fig5-44:Thepipeendsarepreparedopti-

    mallyforsecurewelding

    Fig5-48:Fasteningthespecialclamping

    jawsavailablefromegeplast

    (seeTable5-5)

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    egeplast SLM2.0

    Thereare,ingeneral,twomethodsofmountingtappingttings:

    Mounting of tapping valves withdrill hole sealing bushes, System

    EWEfordrinkingwater.Thesesealinthetappingholeandcanthere-forebeusedforpipeswithmultiple-layerprotectivecoatings.

    When mounting welded tappingt-tings, the protective coating on therelevant length of pipe must be re-moved.

    UseoftheegeplastcoatstrippingtoolCoatstrippingcanbecarriedoutwiththe

    egeplastM10strippingtool (Fig5-52).ForODabove160mm,egeplastrecom-mendsthecombineduseofthecoatstrip -pingtoolandthecoatingcutter.AstartingpointmustrstbeformedwhenusingtheM10coatstrippingtool.Thiscanbedonee.g.usingastandardle.Greatcareshouldbetakentoonlyleaholeinthecoatingandnotthedamagethecorepipe.Itisthenpossible,begin-ningfromthepreparedstartingpoint,tocutbackasectionforthetappingttingusingtheM10strippingtool.WeldingofthetappingttingistobecarriedoutinaccordancewithDVS2207-1andthetechnicalguidelinesgivenbythemanu-factureroftheweldedtting.

    Fig5-51:Markingtheareafromwhichthe

    coatingistobestripped

    Fig5-54:Mountingthetappingtting

    accordingtothemanufacturers

    installationinstructions

    Fig5-52:Removaloftheprotectivecoating

    withtheegeplastM10strippingtool

    orwiththeegeplastcoatingcutter

    Fig5-55:Weldingthetappingttinginac-

    cordancewithDVS2207,Part1

    Fig5-53:Removaloftheoxidelayerusinga

    suitablescrapingtool

    Fig5-56:Thetappingttingisweldedsecure-

    lytotheegeplastSLM2.0pipe

    Weldingoftappingttings

    Screw-clampjointsPipesmadeofHDPEcanbejoinedus-ingclampconnectorsmadeofplasticormetal.ClampconnectorsmadeofplasticmustconformtoDIN8076Part3;thosemadeofmetalmustconformtoDIN8076Part1or2.

    The pipe end must be ared whenusingclampjointswithsupportbush-ings.Thisisusuallyaccomplishedbydrivinginthesupportbushings.

    When assembling clamp joints, thepipeendshouldbechamferedontheinsidewithoutnotching,andthepro-tectivecoatingistoberemovedap-propriately.

    FlangedjointsThefollowingtypesofdesignarecom-monlyusedformakingangedjoints(seeDIN16963Parts4and8):

    Stubendforelectrofusionwelding

    Stubendforbuttfusionwelding

    Theaxesofthepipelinesectionstobejoinedmustbealignedwhenmakingangejoints.Theboltsshouldbetight-enedevenlyinacrosswisesequence.Note:Uselappedangeswithsteelinserts.

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    egeplast SLM2.0

    5.5.3SystemTechniques

    egeplastSLM2.0pipescanbeinte-gratedintothepipelinenetworkwithallthemouldedttingsandjoiningele-mentsnormallyusedinthetrade.Themanufacturers instructions should befollowedindoingso.

    MouldedttingsofPE100RCplusqual-ityarealsoofferedaspartoftheege-plastproductrange.Aselectionofcommonlyusedmould-edttingsisshownforillustrationbe-low.

    Seamlesslydrawnelbow

    madeofPE100RCplus

    Constructedaccordingtorequirements

    SegmentedelbowmadeofPE100RCplus

    Constructedaccording

    torequirements

    SegmentedT-PiecesmadeofPE100RCplus

    Constructedaccordingtorequirements

    BranchesmadeofPE100RCplus

    Constructedaccordingtorequirements

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    egeplast SLM2.0

    Before electrofusion welding or buttfusionweldingofSLM2.0pipescantakeplace,theprotectivecoatingmust

    beremovedwithegeplastcoatstrip-pingtool.Coat stripping of thepipe ends can

    becarriedoutbyegeplastonrequest.Forthisweneedanindicationoftheweldingproceduretobeused.

    5.5.4Tables

    Coatingbackcutrequiredforthepipeburstinginstallationprocedure,opentrenchinstallation,ploughing,andcutting

    Tab5-4:*DimensionsspeciedfortheproductrangesoftheGeorgFischer,Friatec,andPlassoncompaniesLongsleevettingsarenotconsidered.

    Preferredequipment

    sizesfortheWidosexternalbeadremovera

    regiven

    CoatingBackcutfortheSLM2.0

    Medium-BearingPipeDIN8074OD[mm]

    ButtFusionWelding[mm]

    ElectrofusionWelding*[mm]

    WhenUsingWidosExternalBeadRemovers

    [mm]

    25 20 40 - -

    32 20 45 - -

    40 20 50 - -

    50 20 55 - -

    63 20 65 - -

    75 20 70 - -

    90 20 80 - -

    110 20 90 35 Size1

    125 20 95 35 Size1

    140 20 100 3540Size1Size2

    160 20 105 3540Size1Size2

    180 20 110 40 Size2Size3

    200 20 115 40 Size2Size3

    225 20 125 40 Size2Size3

    250 20 135 40 Size3

    280 20 140 4050Size3Size4

    315 20 150 4050Size3Size4

    355 20 155 50 Size4

    400 20 165 50 Size4

    450 20 175 50 Size4

    500 20 185 60 Size5

    560 20 190 60 Size5

    630 20 205 5060 Size5Size8

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    egeplast SLM2.0

    D

    U

    #

    $

    9GTVGDGTGKEJG

    %

    9GTMUVQHHFKEMGUKPOO

    OO

    #DOCPVGNNkPIG5EJYGKYWNUVDTGKVGD

    Fig5-57:BeadwidthaccordingtoDVSGuideline2202-1

    Guidingvaluesforthecoatingbackcutrequiredforbuttfusionweldingwater-jetdrillingandrelining

    Forreliningandwater-jetdrillingundereasy soil conditions, the weld beadcanbesufcientasprotectionfortheweldzone.Inthiscase,itis,however,necessarythattheweldbeadllsoutcompletely the unprotected area be-tween the polypropylene coatings.Fixedcoatstrippinglengthscannotbe

    speciedduetovaryingconditionsatconstructionsites.Overlywidegaps,inwhichsoilorstonescouldbecometrappedasthepipeisdrawnin,aretobeavoided.Someguidanceisof -feredbyAppendix1ofDVS2202-1(Acceptable Weld Bead Widths forButt Fusion Weld Seams on Pipes

    madeofPEandPP).Thediagrampro-vides guiding values; these must beadjusted by carrying out test welds.egeplast applications engineering ispleasedtoassistwithdeterminingthisadjustment.

    Note:

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    Overviewofexternalandmedium-bearingpipediametersforSLM2.0clampingjawsforbuttweldingmachines

    Forwelding,thepipeendsaregrippedwithclampingjaws*whicharespeciallyadjustedtotheSLM2.0outerdiametersothatthepipeendstobeweldedcanbexedsecurely.

    Tab5-5 *SpecialclampingjawsforWIDOSweldingmachinesareavailablefromegeplastforthispurpose

    Medium-BearingPipeDIN8074

    OD[mm]

    OuterDiameteroftheSLM2.0PipewithProtectiveCoating

    [mm]

    25 26,9

    32 34,3

    40 42,6

    50 52,8

    63 66,1

    75 78,3

    90 93,6

    110 114,2

    125 129,5

    140 145,0

    160 165,6

    180 187,0

    200 207,0

    225 232,0

    250 257,0

    280 287,0

    315 322,0

    355 362,0

    400 410,0 450 460,0

    500 510,0

    560 570,0

    630 640,0

    710 720,0

    800 810,0

    900 910,0

    1000 1010,0

    1200 1210,0

    Subjecttomanufacturingtolerances

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    DensolidHK7/HK7-WFor a layer thickness of 3 mm, onedualpackissufcientforanareaofca.600cm2.

    Therequirementsgivenarebasedonabackcutof20mmtotheprotectivelayer, on both sides, for SLM 2.0pipes.

    DensolanESfabrictapeTheapproximatequantityofDENSO-LANEStapeisgivenfor

    dimensionsuptoOD160mmby

    OD 3.2 running metres

    dimensionsfromOD180mmby

    OD 6.4 running metres

    DENSOLANESissuppliedasrollsof15minwidthsof35mmand60mm.

    MaterialrequirementsforcoveringwithDENSOLIDHK7/HK7-WandDENSOLANES

    Tab:5-6

    OD[mm]

    SLM2.0QuantityofHK7/HK7-W

    Units/WeldSeam

    SLM2.0QuantityofDensolanESTape

    Metres/WeldSeam

    25 0.20

    32 0.20

    40 0.20

    50 0.20

    63 0.20

    75 0.25

    90 0.35

    110 0.50 0.40

    125 0.50 0.40

    140 0.50 0.50

    160 1.00 0.60

    180 1.00 1.20

    200 1.00 1.40

    225 1.00 1.60

    250 2.00 1.60

    280 2.00 1.80

    315 2.00 2.10

    355 2.00 2.30

    400 3.00 2.60

    450 3.00 2.90

    500 3.00 3.20

    560 3.00 3.60

    630 4.00 4.10

    710 4.00 4.60

    800 5.00 5.20

    900 5.00 5.80

    1000 6.00 6.40

    1200 7.00 7.70

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    Preliminarynote:DrinkingwaterpipeinaccordancewithDIN8074/8075,DINEN12201,madeofPE100RCpluswiththehighestresistancetoslowcrackgrowth(FNCTminimumrequirement:3300hinaccordancewithDVS2203-4;T=80C, s=4 Nmm2 ,2%Arkopal),pipecolourblack.VeriedinaccordancewithbothDIN8075andDVGWGW335PartA2,withacontinuouslyextrudedprotectivecoating,add-edsubsequently,madeofmineral-reinforcedsignalbluepolypropyleneakinto

    RAL5005,with4yellow-greendoublestripesakintoRAL6018,inaccordancewiththerecommendationsofDVGWWorksheetsGW321andGW323.Monitoringofconstantmaterialqualityaswellasregularstructuraltestingiscar-riedoutbyanindependenttestinginstitutewhichisaccreditedaccordingtoDINENISO/IEC17025toperformsuchanalyses.Thesuitabilityoftheproductforinstallationwithoutasandbed,andfortrench-lessinstallation,isveriedbyanindependentassessor.Allnecessarypipelinejointscreatedbymeansofeitherelectrofusionweldingorbuttfusionweldingaretobemadeaccordingtotherequirementsoftheap-plicableDVStechnicalguidelines.Thepipelinejunctionsaretobecompletedaccordingtothepipemanufacturerscurrenttechnicalmanual.ThepipingistobestoredandtransportedonthebuildingsiteincompliancewiththeKRVguidelines.

    Product: egeplastSLM2.0drinkingwaterpipe madeofPE100RCplusorequivalent

    Manufacturer: egeplastWernerStrumannGmbH&Co.KG Robert-Bosch-Str.7 48268Greven,Germany Tel.:+49.2575.9710-0 Fax:+49.2575.9710-110 e-mail:[email protected] http://www.egeplast.de

    Specicationofservices: egeplast-SLM2.0drinkingwaterpipe madeofPE100RCpluswithdimensions:

    mm,SDR

    Odeliveredasstraightlengthsof6/12m

    Odeliveredasbundledcoilsinlengthsofm

    Deliverrunningmetresandinstallprofessionally

    accordingtoDINandappropriateinstallationguidelinesas

    drinkingwaterpipe:/runningmetre

    5.6.1RFPFormforegeplastSLM2.0DrinkingWaterPipe

    5.6RFPForms

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    egeplast SLM2.0

    Preliminarynote:GaspipeinaccordancewithDIN8074/8075,DINEN1555,madeofPE100RCpluswiththehighestresistancetoslowcrackgrowth(FNCTminimumrequire-ment:3300hinaccordancewithDVS2203-4;T=80C, s=4 Nmm2 ,2%Arkopal),pipecolourblack.VeriedinaccordancewithbothDIN8075andDVGWGW335PartA2,withacontinuouslyextrudedprotectivecoating,addedsubsequent-ly,madeofmineral-reinforcedyellow-orangepolypropyleneakintoRAL1033,with4yellow-greendoublestripesakintoRAL6018,inaccordancewiththerec-ommendationsofDVGWWorksheetsGW321andGW323.Monitoringofconstantmaterialqualityaswellasregularstructuraltestingiscar-

    riedoutbyanindependenttestinginstitutewhichisaccreditedaccordingtoDINENISO/IEC17025toperformsuchanalyses.Thesuitabilityoftheproductforinstallationwithoutasandbed,andfortrench-lessinstallation,isveriedbyanindependentassessor.Allnecessarypipelinejointscreatedbymeansofeitherelectrofusionweldingorbuttfusionweldingaretobemadeaccordingtotherequirementsoftheap-plicableDVStechnicalguidelines.Thepipelinejunctionsaretobecompletedaccordingtothepipemanufacturerscurrenttechnicalmanual.ThepipingistobestoredandtransportedonthebuildingsiteincompliancewiththeKRVguidelines.

    5.6.2RFPFormforegeplastSLM2.0GasPipe

    Product: egeplastSLM2.0gaspipe madeofPE100RCplusorequivalent

    Manufacturer: egeplastWernerStrumannGmbH&Co.KG Robert-Bosch-Str.7 48268Greven,Germany Tel.:+49.2575.9710-0 Fax:+49.2575.9710-110 e-mail:[email protected] http://www.egeplast.de

    Specicationofservices: egeplast-SLM2.0gaspipe madeofPE100RCpluswithdimensions:

    mm,SDR

    Odeliveredasstraightlengthsof6/12m

    Odeliveredasbundledcoilsinlengthsofm

    Deliverrunningmetresandinstallprofessionally

    accordingtoDINandappropriateinstallationguidelinesas

    gaspipe:/runningmetre

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    Preliminarynote:Sewage pressurepipe inaccordance with DIN 8074/8075,DIN EN13244,madeofPE100RCpluswiththehighestresistancetoslowcrackgrowth(FNCTmini-mumrequirement:3300hinaccordancewithDVS2203-4;T=80C,s= Nmm2 ,2%Arkopal),pipecolourblack.VeriedinaccordancewithDIN8075aswellasDINCertcoinaccordancewithZP14.3.1,labelledwiththeDINCertcoDINplusmarkofconformity,withacontinuouslyextrudedprotectivecoating,addedsubse-quently,madeofmineral-reinforcedbrownpolypropyleneakintoRAL8017,with4yellow-greendoublestripesakintoRAL6018,inaccordancewiththerecom-mendationsofDVGWWorksheetsGW321andGW323.

    Monitoringofconstantmaterialqualityaswellasregularstructuraltestingiscar-riedoutbyanindependenttestinginstitutewhichisaccreditedaccordingtoDINENISO/IEC17025toperformsuchanalyses.Thesuitabilityoftheproductforinstallationwithoutasandbed,andfortrenchlessinstallation,isveriedbyanindependentassessor.AllnecessarypipelinejointscreatedbymeansofeitherelectrofusionweldingorbuttfusionweldingaretobemadeaccordingtotherequirementsoftheapplicableDVStechnicalguidelines.Thepipelinejunctionsaretobecompletedaccordingtothepipemanufacturerscurrenttechnicalmanual.Thepipingistobestoredandtrans-portedonthebuildingsiteincompliancewiththeKRVguidelines.

    5.6.3RFPFormforegeplastSLM2.0SewagePressurePipe

    Product: egeplastSLM2.0sewagepressurepipe madeofPE100RCplusorequivalent

    Manufacturer: egeplastWernerStrumannGmbH&Co.KG Robert-Bosch-Str.7 48268Greven,Germany Tel.:+49.2575.9710-0 Fax:+49.2575.9710-110 e-mail:[email protected] http://www.egeplast.de

    Specicationofservices: egeplast-SLM2.0sewagepressurepipe madeofPE100RCpluswithdimensions:

    mm,SDR

    Odeliveredasstraightlengthsof6/12m

    Odeliveredasbundledcoilsinlengthsofm

    Deliverrunningmetresandinstallprofessionally

    accordingtoDINandappropriateinstallationguidelinesas

    sewagepressurepipe:/runningmetre

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    5.7RecyclingandEnvironmentalProtection

    Polyethylene is an organic material

    andconsistsonlyofcarbonandhy-drogen. It has a wholly neutral im-pact on the environment. PE, beingathermoplastic,canberemeltedanalmostunlimitednumberoftimesandprocessedintonewproducts.Pipeoff-cutsanddiscardedplasticpipemate-rial,which,forexample,accumulateduringtheinstallationofplasticpipesystems,shouldthereforeberecycledifatallpossible.

    Atthestartof1994,theKunststoffro-

    hrverband (KRV), together with theGtegemeinschaft Kunststoffrohre(GKR),hadalreadyintroducedana-tionalcollectionandrecyclingsystemforplasticmaterials,whichisfreeofchargeforthetradeanditscustomersandincorporatesanobligationtotakeback these materials. This environ-mentally conscious system eliminatesdumpingorincinerationtogetherwiththehighcostswhicharisefromdispos-albythesemethods.

    Recycling boxes are provided on a

    loanbasisto thecustomeras collec-tioncontainers.Theplasticpipemate-rial,atleastpartiallycleaned,isthenthrown into these boxes. Once theboxes have been lled, their collec-tionandexchangeforemptyboxesisarranged.Onlyboxeswhicharelledexclusivelywithplastic pipematerialare taken. The recycling boxes arethen brought,via regional collectionpoints,toarecyclingplantinwhichthecollectedpipematerialissorted,

    cleaned,andcutintosmallpiecestobe employed subsequently for otheruses.

    Fig5-58 Fig5-59:Recyclingbox

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