Transcript

Data Sheetfor fixing profiled metal floor decking.

Recommendations for fixingprofiled metal floor decking with Direct Fastening Systems (including provision of composite connection when required).

General fixing advice:• MetalfloordeckingMUSTbesuitablysecuredtolimittransverseandverticaldisplacement duringtheconstructionprocess.• Considerationshouldbegiventoweather/exposureconditionswhichmayprevailduring theconstructionprocesse.g.windandthermaleffects.• Referenceshouldbemadetoallrelevantdesigndocumentationfordetailsofspecificfixing requirementsincludingfastenerspacingandfixingtypes.• Particularconsiderationshouldbegiventotheloadscausedbytheplacingofwetconcrete duringtheconstructionphase.

Fixing & Securing:• Steeldeckingpanelscanbeeasilyandefficientlysecuredtostructuralsteelworkbeamsusing lowvelocitypowderactuatedfasteningsystems.• FromtheinformationinprovidedinthisdataSheet,thefasteningtypeandfrequencycanbe determined-Hilti do not believe that Gas actuated tools and fixings are suitable for this application,astheenergyoftheGX100/120isnotsufficienttoperformaflushfixingandcater forthepotentialweather/exposureeffects(wind,thermal...).• AdditionaltechnicaladviceonthisapplicationisavailablefromHiltiTechnicalAdvisoryService on01618861144.

Site Testing• PleaserefertotheFastening InspectionandFastening Quality assuranceattheendofeach productsectioninthisDataSheet.

Health & Safety• CartridgeToolsshouldonlybeusedbysuitablytrainedpersonnelinaccordancewiththe manufacturersinstructions.PleasecontactHiltiCustomerServices0800886100toarrange training.• AppropriatePPEmustbewornatalltimes.ForCartridgeTools,EyeProtectiontoEN166 GradeBisrequiredbytheHSEalsoEarDefenderstoEN352-1arestronglyrecommended.• RiskAssessmentGuidanceisgivenonPage17ofthisdocument.• ForadviceonotheraspectsofsitesafetywhenworkingwithDirectFasteningtoolse.g.safe zones,pleasecontactHiltiTechnicalAdvisoryServiceon01618861144.

Further References:• BCSACodeofPracticeforMetalDecking&StudWelding.• DeckingmanufacturersInformationSheetsandinstallationadvice.

DS699 IssueNo.02

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet1of17

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet2of17

Fastening Systemscovered in this Data Sheet.

1. Typical Metal Floor Deck Applications (including ‘overlaps’, edge trim etc.)

2.Design Considerations Beforeselectingasuitablefasteningmethod,thefollowinginformationmustbeconsidered:

1. Theloadrequirementattheintendedfasteningpoints.Note:thisloadingMUSTconsiderthe worstcaseof:

a. Longtermdead+Liveloadorb.Constructionliveloadc. Thermaleffect(differentialexpansion/contraction)

2. Isloadrequirementforthefastening‘temporary’throughconstructionphaseonlyorisitrequired totransferloadingintothestructureaspartofthestructuraldesignofthebuildinge.g.transferof lateralshearforcompositeaction.

3.Basesteelthicknessrange(seeindividualproductdatabelowfordetails).

4. Thicknessofsheettobefastened.Note:forthetotalthicknesswhichcanbefastenedincluding overlaps,sidetrimetc,seeindividualproductdatabelowfordetails.

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Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet3of17

3. Fastener Selection Fromtheinformationinsection2.thefasteningtypeandfrequencycanbedetermined.Hilti do not believe that Gas actuated tools and fixings are suitable for this application, as the energy of the GX100/120 is not sufficient to perform a flush fixing.

3.1 Temporary Load OnlyForfasteningswhicharerequiredtotakea‘temporaryload’onlyduringtheconstructionphase,thefollowingfastenerscanbeconsidered:

X-U 15 (previously X-DAK)ineithersingleormagazineversion.SuitableforusewithDX460Fasteningtool.

Material SpecificationX-U15TH/MXSP(HardnessHRC59)

Application RequirementsMinimumsteelthickness4mm

Spacing & Edge DistancesMinimumedgedistance40mm/Minimumspacingbetweenfixings80mm

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80

X-U 15 P8 TH X-U 15 MX SP

X-U 15 P8 TH X-U 15 MX SP

Design conditions:• Recommended working loads valid for steel sheet with minimum tensile strength ≥ 360 N/mm2.

• In case of a design based on the characteristic resistance, recommended values have tobe multiplied by two: => NRk = Nrec · 2.0 VRk = Vrec · 2.0

• Redundancy (multiple fastening) must be provided.

• Valid for predominantly static loading

Recommended loads tl [mm] Nrec [kN] Vrec [kN]

0.75–1.25 0.6 0.8

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet4of17

Recommended Setting Range for X-U 15

Cartridgeselectionandtoolenergysetting. Steel:6.8/11Mredcartridge Note,asitetrialisrequiredtofinally determinethecorrecttoolenergy.

Fastening Quality Assurance and Fastening Inspection

3.2 Structural Load / transfer of shear load

Forfasteningswhicharedesignedtotransfer‘shear’loadingintothestructuree.g.wheredeckingisrequiredtoprovidelateralrestrainttothebeams,thefollowingfastenerscanbeconsidered:

X-ENP-19 L15 (single) or X-ENP-19 L15 MX (magazine type)

Approvals: ETA-04/0101 (Europe)

Application Examples

Theintendeduseonlycomprisesfasteningswhich arenotdirectlyexposedtoexternalweather conditionsormoistatmospheres.

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Theheadofthefixingshouldbebetween3-6mmabovethesteelsurface.

X-U15:hNVS=4-6mm

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet5of17

Design Load Data

Test Data

TestingandevaluationofdesigndatahavebeendoneinaccordancetoEuropeanTechnicalApprovalETA-04/0101whichreferstoEurocode3,part1-3(ENV1993-1-3).ThetestprocedureisdescribedindetailinSection2oftheHilti Direct Fastening Technology Manual.

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Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet6of17

Application RequirementsThickness of base material, Steel thickness tII

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Thickness of fastened materialSheetthicknessesandoverlaptypes

Nominalsheetingthicknesstl[mm] Allowableoverlaptypes

0.63-1.00 a,b,c,d>1.00-1.25 a,c>1.25-2.50 a

Spacing and Edge Distances (mm) for Steel Base Material

Trapezoidal Profiles

(a)single (b)sidelap (c)endoverlap (d)sidelapandendoverlap

tll≥ 6mm

Centerfasteningsinribs

Clearancetoendofsheet

Double Fastenings (asymmetric)Note: ReducedrecommendedloadperfasteningReductiondependsonactualspacingandconditionsForfurtherinformationcontactHilti.

Minimumsteelthickness6mm

Steelthickness6-7mmminimumedgedistance15mm

Steelthicknessgreaterthan7mmminimumedgedistance10mm

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet7of17

Corrosion informationThe intended use only comprises fastenings which are not directly exposed to external weather conditions or moist atmospheres.

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Recommended setting range

X-ENP-19 with DX 76 and DX 860-ENP

Fastener Selection and System Recommendation

Designation Item No. ToolsSinglenail: X-ENP-19L15 283506 DX76F15,

DX76PTR

Collatednails: X-ENP-19L15MX(whitecartridgestrip)

283507 DX76MX,DX76PTR

X-ENP-19L15MXR(greycartridgestrip)

283508 DX860-ENP

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet8of17

Cartridge Selection and tool energy settingDS699 IssueNo.02

Fine Adjustment by Installation Tests on SiteNote for S275:StartwithrecommendationforS355.Incaseoftoomuchenergy:Reductionoftoolenergysettingorchangeofcartridgecolouruntilcorrectnailheadstand-offshNVSareachieved

Fastening Inspection and Fastening Quality Assurance

hNVS=8.2-9.8mmfortI,tot<_4mm

6

7

8

9

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>20

Ste

el th

ickn

ess

t II [m

m]

Red 4or

Black 2

Red 3or

Black 1

Blue 4 orRed 2

Blue 3 Red 3

Red 4 orBlack 2

Black 4

Black 3

S 235 S 355 6

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>20

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ickn

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t II [m

m]

Red 4or

Black 2

Blue 4

orRed 2

Blue 3 Red 3

Red 4 or

Black 2

Black 4

S 235 S 355S 275

hNVS8.2-9.8mm hNVS8.2-9.8mm(washersarenotcompressed)

hNVS8.2-9.8mm(washersarestronglydamagedbythetoolpiston)

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet9of17

Shear Connectors for Composite Design.•DesigninaccordancewithSCI/CorusBDESDesignSoftware

•ContactHiltiTechnicalAdvisoryServiceforfurtherdetails(01618861144)

X-HVB Shear Connectors

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Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet10of17

Applications Examples

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Load Data

Design Data

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CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet11of17

Reduction Factors for profile metal beams.

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9002 hcraM ).dtL BG itliH( sdlonyeR reteP

Engineering Advice

9002 hcraM ).dtL BG itliH( sdlonyeR reteP

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CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet12of17

Test Data

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Application Requirements

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet13of17

Connector Positioning spacing and edge distance

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Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet14of17

Positioning on Metal Decks ribs parallel to beam and solid slabs

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Corrosion InformationTheintendeduseonlycomprisesfasteningswhicharenotdirectlyexposedtoexternalweatherconditionsormoistatmospheres.ForfurtherdetailedinformationoncorrosionseecorrespondingchapterinTheHiltiDirectFasteningTechnologyManual.

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet15of17

Recommended Setting RangeApplication limits are valid only if correct cartridge and power setting are used!

DS699 IssueNo.02

Inthermo-mechanicallyrolledconstructionsteel,e.g.S355MperEN10025-4theapplicationlimitisreducedby50N/mm²

Fineadjustmentbysettingtestsonsite

Cartridgepreselectionandpowersetting

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>20

Ste

el th

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t II [m

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Black 4from

10 mm

Red 4Black 3

Black 2

Black 4from

10 mm

S 235 S 355

Data sheet - Metal Fixings

CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 Sheet16of17

Fastener Selection

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Fastening Quality Assurance and Fastening Inspection

Data sheet - Metal Fixings

Risk Assessment Guidance - DX

Eliminate your risk of

hand arm vibration by using

DX for lightweight fixings

Risk Potential problem Measures to avoid Parallel risks for other problem fixing methods

Spalling Fragments entering Eye protection to BS EN 166 code B Swarf or concrete chips of base eyes or hitting skin Observe spacing and edge distance and dust drilling. material recommendations.

Noise a) Hearing damage a) Ear defenders to BS EN 352, a) Applicable most other fixing methods. b) Occupied buildings e.g. “Bilson Viking”. b) Cartridge tools may be preferred for work in occupied buildings when compared with hammer drilling.

Tool recoil Injury to hand / arm Hold tool firmly with bent arms to absorb recoil. Torque reaction from drilling Loss of foothold User should stand on a firm base machine or screw gun. causing fall take suitable precautions to prevent a fall.

Exhaust gases Effects on resparitory Insignificant volume of harmful system gases produced in normal use. Dust from drilling, fumes For many fixes in a confined space, from certain chemical anchors. ensure adequate ventilation. CoSHH data available on request.

Tool misuse Damage resulting from Only trained, certificated personel Applicable to all other irresponsible use should use the system. Training fixing methods. available from Hilti (GB) Ltd.

Misfire Unexpected ignition of Follow misfire procedure None. mis-fired cartridge (as covered in training).

Free-flight Fastener injuries Use only low velocity, indirect acting None. of fastener worker or bystanders tools. All standard Hilti DX tools are low velocity..

Fixing failure Failure under load Follow correct procedure (see instructions and training). Observe Hilti technical data for the correct selection Applicable to all other and number of fixings. Carry out site fixing methods. testing if data s unavailable or if the application is critical.

Shouldariskassessmentberequired(CDM,HSErequirements),forataskinvolvingtheuseofHiltiDXtools(cartridgetools),weofferthefollowingguidance.Thefinalcolumnofthetableillustratesthefactthatrisksalsoexistwhenconsideringalternativefixingmethods.Clearly,anyassessmentmustconsiderallrisksinvolvedwhenthatparticulartaskisbeingcarriedout.Thereforethisisnotanexhaustivelistandshouldbeusedinconjunctionwithcurrentlegislationorgoodpractice,suchastheHSEpublication“Fivestepstoriskassessment”.(Rev1)4/02.www.hse.gov.uk/pubns/indg163.pdf.

ForcartridgeswecanprovideaproductdatasheetandCoSHHdata(MaterialsafetyDataSheet).Wecanalsoassistwithmethodstatementsformanyapplications.Ifyouhaveanyqueries,pleasecontactusandwewillbepleasedtoofferfurther,specificadvice.

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CompiledbyPeterReynolds ApprovedbyRichardLaybourn RevisedSept.2009 BackPage

Data Sheetfor Metal Fixing

DS699 IssueNo.02

IMPORTANT NOTES

1. Theinformationandrecommendationsgivenhereinarebelievedtobecorrectatthetimeofwriting. Thedatahasbeenobtainedfromtestsdoneunderlaboratory,orothercontrolled,conditionsandit istheusers’responsibilitytousethedatagiveninthelightofconditionsonsiteandtakingaccount oftheintendeduseoftheproductsconcerned.WhilstHilti(Gt.Britain)Limitedcangivegeneralguidance andadvice,thenatureofHiltiproductsmeansthattheultimateresponsibilityforselectingthecorrect productforaparticularapplicationmustliewiththecustomer.

2. Allproductsmustbeused,handledandappliedinaccordancewithcurrentinstructionsforusepublished byHilti(Gt.Britain)Limited.

3. Allproductsaresupplied,andadvicegiven,subjecttoHilti(Gt.Britain)Limitedtermsofbusiness.

4. Hilti’spolicyisoneofcontinuousdevelopment.Wethereforereservetherighttoalterspecificationsetc. withoutnotice.

5. Constructionmaterialsandconditionsvaryondifferentsites.Ifitissuspectedthatthebasematerial hasinsufficientstrengthtoachieveasuitablefixing,contacttheHiltiTechnicalAdvisoryService.

Hilti(Gt.Britain)LtdisamemberofTheConstructionFixingAssociation.

HILTI TECHNICAL ADVISORY SERVICE

TELEPHONE 0161 886 1144