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Product Data Sheet Edition 23/12/2008 Identification no: 02 04 02 06 001 0 000020 Sika AnchorFix ® -2 Sika AnchorFix ® -2 High-performance anchoring adhesive Description Tested according to the ETAG001 TR023 for rebars Testing according to ICC / ICBO standards. ICC ES Legacy Report ESR-1382 Reissued December 1, 2006 Report Holder: Sika Corporation (USA) Fire resistance: Test report from the University of Brunswick Report No. 3551/4926 Tests according DIN EN 1363-1 (ISO 834) Uses As a fast curing anchoring adhesive for all grades of: n Rebars / reinforcing steel n Threaded rods n Bolts and special fastening systems n Concrete n Solid masonry n Steel Characteristics / Advantages Prior to any application, the suitability of the Sika AnchorFix ® Adhesive for the substrate in terms of the desired bond strength, and for the prevention of surface staining or discolouration, must be confirmed by testing in a sample area. This is due to the wide variation of possible substrates, particularly in terms of strength, composition and porosity: n Hard natural stone n Solid rock n Non-sag, even overhead n Fast curing n Standard guns can be used n High load capacity n Non-sag, even overhead n Styrene-free n Low odour n Low wastage n No transportation restrictions 1 Sika AnchorFix ® -2 1/7 Approval / Standards European Technical Approvals for threaded rods: European Technical Approval ETAG 001 Part 5 Option 7 Galvanised anchor Stainless steel anchor EC Cert. 0679-CPD-0027 EC Cert. 0679-CPD-0028 ETA-05 / 103 ETA-05 / 104 Construction Solvent- and styrene free, epoxy acrylate based, two part anchoring adhesive.

Transcript of Sika AnchorFix - TechnoCrete Tradingtechnocretetrading.com/pdf/anchoring/Sika Anchorfix 2.pdf · 02...

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ProductDataSheetEdition23/12/2008Identification no:020402060010000020Sika AnchorFix®-2

Sika AnchorFix®-2High-performanceanchoringadhesive

Description

TestedaccordingtotheETAG001TR023forrebarsTestingaccordingtoICC/ICBOstandards.ICCESLegacyReportESR-1382ReissuedDecember1,2006Report Holder: Sika Corporation (USA)Fireresistance:TestreportfromtheUniversityofBrunswickReportNo.3551/4926Tests according DIN EN 1363-1 (ISO 834)

Uses Asafastcuringanchoringadhesiveforallgradesof:nRebars/reinforcingsteelnThreadedrodsnBoltsandspecialfasteningsystemsnConcretenSolidmasonrynSteel

Characteristics /Advantages

Prior to any application, the suitability of the Sika AnchorFix®Adhesiveforthesubstrateintermsofthedesiredbondstrength,andforthepreventionofsurfacestaining or discolouration, must be confirmed by testing in a sample area. This isduetothewidevariationofpossiblesubstrates,particularlyintermsofstrength,compositionandporosity:nHardnaturalstonenSolidrocknNon-sag,evenoverheadnFastcuringnStandardgunscanbeusednHighloadcapacitynNon-sag,evenoverheadnStyrene-freenLowodournLowwastagenNotransportationrestrictions

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Approval / Standards EuropeanTechnicalApprovalsforthreadedrods:

EuropeanTechnicalApprovalETAG001Part5Option7Galvanisedanchor StainlesssteelanchorECCert.0679-CPD-0027 ECCert.0679-CPD-0028ETA-05/103 ETA-05/104

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Packaging 300 ml standard cartridge, 12 per box.Pallet: 60 boxes with 12 cartridges.550 ml standard cartridge, 12 per box.Pallet: 50 boxes with 12 cartridges.

Product Data

Color PartA :lightgreenPartB :blackPart A+B mixed : light grey

StorageConditions/Shelf-Life

15monthsfromdateofproductionifstoredproperlyinoriginalunopened,sealedandundamagedpackagingincoolanddryconditionsattemperaturesbetween+5°Cand+20°C.Protectfromdirectsunlight.All Sika AnchorFix®-2 cartridges have the expiry date printed on the label.

SagFlow Non-sag,evenoverhead.

Technical Data

Density PartA:1.62-1.70kg/lPartB:1.44-1.50kg/l1.60 - 1.68 kg/l (part A+B mixed)

CuringSpeed

LayerThickness 3 mm max.

*Min.cartridgetemperature=+5°C

Mechanical / PhysicalProperties

CompressiveStrength 60 N/mm2 (According to ASTM D695)

Design TerminologyandAbbreviations:

hmin = Min. concrete thickness (mm)hef = Effective anchorage depth (bond length) (mm)fcm = Concrete compressive strength (N/mm2)ScrN = Minimum anchor spacing to achieve NRK (mm)S = Anchor spacing (mm)CcrN = Minimum close edge distance to achieve NRK (mm)C = Close edge distance (mm)hO = Hole depth (mm)dO = Drilled hole diameter (mm)d = Stud or bar nominal diameter (mm)NRK = Characteristic tensile load (kN)NRd = Recommended load = NRK multiplied with a total safety factorRfcN=Closeedgereductionfactor,tensiononlyRfcV=Closeedgereductionfactor,shearonlyRfsN=Closespacingreductionfactor,tensiononlyRfsV=Closespacingreductionfactor,shearonlyTinst = Max. installation torque (Nm)

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M8

Holediameter

do[mm]

Holedepth

ho[mm]

Requirededgedistanceto

achieve

NrecCcr[mm]

Requirededgedistanceto

achieve

NrecScr[mm]

Min.thicknessofconcrete

member

hmin[mm]

Characteristicloadinconcrete

C20/25

N RK (kN)

Recommendedloadinconcrete

C20/25

N rec (kN)

M10

M12

M16

M20

M24

10

12

14

18

24

26

80

90

110

125

170

210

120

135

165

190

255

315

80

90

110

125

170

210

110

120

140

165

220

270

25.6

31.5

43.3

49.7

86.6

94.0

8.5

10.5

14.4

16.6

28.9

31.3

LoadcapacityDataforallThreadRods:

ImportantNote:Theanchorholemustbedry.

Close edge (C) and anchor spacing (S) distances:The characteristic edge distance (CCr,N) is 1.0 x hefThe characteristic spacing distance (Scr,N) is 2.0 x hef the minimum edge (Cmin) and spacing (Smin) distance are 0.5 x hefAllloadcapacityvaluesassumeadequatesteelstrength;theanchortestswerecarriedoutusing10.9or12.9steel.

Bardiameterd (mm)HolediameterdO (mm)Minimumanchorembedment hmin (mm)

6

8

60

8

10

80

10

12

90

12

14

100

14

18

115

16

20

130

20

25

140

25

32

150

Equationfortensileloadcapacity: NRK =hef-50/2,5

Equationforshearloadcapacity:VRK =hef *dO *fcm *0,5/ 1000

IncreasingFactorforconcrete: C30/37 C40/50 C50/601.04 1.07 1.09

Concrete capacity reduction factors, tension (ψN):Singleanchor,closeedgeC:ψc,N = 0.5 (C/hef) + 0.5 ≤ 1Twoanchors,closespacingS:ψs,N = 0.25 (S/hef) + 0.5 ≤ 1Twoanchors,c/lperpendiculartocloseedgeC1:ψsc,N = 0.25 (S/hef) + 0.25 (C1/hef) + 0.25 ≤ 1Twoanchors,c/lparalleltocloseedgeC2:ψcs,N = 0.25 (C2/hef) + 0.125 (S/hef) + 0.125 (C/hef) (S/hef) + 0.25 ≤ 1Concrete capacity reduction for more complex anchor configurations in tension, andforshearforcesactingtowardsacloseedge,shouldbedeterminedusingthedesign method A, given in ETAG 001, Annex C.LoadCapacityDataforReinforcingBarAnchors:Requirementsforthecalculationofthecharacteristicloadcapacity:ReinforcingbarS500ribbed(theloadcapacityofthereinforcingbaritselfmustalso be verified)Min.concreteC20/25

Theanchorholemustbedry

ReductionFactorsforCloseEdgeDistancesandAnchorSpacing:Close edge, tension: RfcN = 0,4(C/hef) + 0,4 ≤ 1 (Valid for 0,5 ≤ (C/hef) ≤ 1,5)Close spacing, tension: RfsN = 0,25(S/hef) + 0,5 ≤ 1 (Valid for 0,25 ≤ (S/hef) ≤ 2,0)Close edge, shear: RfcV = 0,6(C/hef) - 0,2 ≤ 1 (Valid for 0,5 ≤ (C/hef) ≤ 2,0)Close spacing, shear: RfsV = 0,1(S/hef) + 0,4 ≤ 1 (Valid for 1,0 ≤ (S/hef) ≤ 6,0)ClosespacinginshearmustbeconsideredifS<3CandwhenC<2hefImportantNote:The load capacity of the thread rod itself must also be verified.Theanchorholemustbedry.

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Resistance EuropeanTechnicalApprovalsforthreadedrods:

Thermal Resistance ServiceTemperaturerangeoftheCuredAdhesive,ETAG001,part5:-40°Cto+50°C*

*TemperatureResistanceoftheCuredAdhesive,ETAG001,part5

+50°Clongterm+80°C short term (1 - 2 hours)

SystemInformationApplication DetailsConsumption / Dosage Materialconsumptionperanchorinml

The indicated filling quantities are calculated without wastage. Wastage 10 - 50%.The filled quantity can be monitored during injection with the help of the scaleonthecatridgelabel.

Substrate Quality Mortarandconcretemustbeolderthan28days.Substrate strength (concrete, masonry, natural stone) must be verified.Pull-outtestsmustbecarriedoutifthesubstratestrengthisunknown.Theanchorholemustalwaysbeclean,dry,freefromoilandgreaseetc.Looseparticlesmustberemovedfromtheholes.Threadedrodsandrebarshavetobecleanedthoroughlyfromanyoil,greaseoranyothersubstancesandparticlessuchasdirtetc.

ApplicationConditions /Limitations

Substrate Temperature -5°C min. / +35°C max.

Ambient Temperature -5°C min. / +35°C max.

Material Temperature Sika AnchorFix®-2mustbeatatemperatureofbetween+5°Cand+20°Cforapplication.

Dew Point Bewareofcondensation!Substratetemperatureduringapplicationmustbeatleast3°Cabovedewpoint.

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ApplicationInstructionsMixing PartA:partB=10:1byvolumeMixing Tools Gettingthecartridgeready:

Unscrewandremovethecap

Cut the film

Screw on the static mixer

When the work is interrupted the static mixer can remain on the cartridge after thegunpressurehasbeenrelieved.Iftheresinhashardenedinthenozzlewhenworkisresumed,anewnozzlemustbeattached.

Placethecartridgeintothegunandstartapplication

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Application Method /Tools

GeneralRemarks:

Drillingofholewithanelectricdrilltothediameteranddepthrequired.Drillholediametermustbeinaccordancewithanchorsize.

Thedrillholemustbecleanedwithablowpumporbycompressedair,startingfromthebottomofthehole.(atleast2x)Important:useoil-freecompressors!

Thedrillholemustbethoroughlycleanedwiththespecialsteel brush (brush at least 2x). The diameter of the brush must belargerthanthediameterofthedrillhole.

Thedrillholemustbecleanedwithablowpumporbycompressedair,startingfromthebottomofthehole.(atleast2x)Important:useoil-freecompressors!

Pump approx. twice until both parts come out uniformly. Do notusethismaterial.Releasethegunpressureandcleanthecartridgeopeningwithacloth.

Injecttheadhesiveintothehole,startingfromthebottom,while slowly drawing back the static mixer.In any case avoid entrappingair.For deep holes extension tubing can be used.

Insert the anchor with a rotary motion into the filled drill hole. Someadhesivemustcomeoutofthehole.Important:theanchormustbeplacedwithintheopentime.

Thedrillholemustbecleanedwithablowpumporbycompressedair,startingfromthebottomofthehole.(atleast2x)Important:useoil-freecompressors!

Thedrillholemustbethoroughlycleanedwiththespecialsteel brush (brush at least 2x). The diameter of the brush must belargerthanthediameterofthedrillhole.

Duringtheresinhardeningtimetheanchormustnotbemovedorloaded.WashtoolsimmediatelywithSika®ColmaCleaner.Washhandsandskinthoroughlywithwarmsoapwater.

ImportantNote:Anchorsinhollowblocks:Do use Sika AnchorFix®-1forhollowblocks.

Cleaning of Tools CleanandtoolsandapplicationequipmentwithSika®ColmaCleanerimmediatelyafteruse.Hardened/curedmaterialcanonlybemechanicallyremoved.

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Value Base AlltechnicaldatastatedinthisProductDataSheetarebasedonlaboratorytests.Actualmeasureddatamayvaryduetocircumstancesbeyondourcontrol.

Health and SafetyInformation

Forinformationandadviceonthesafehandling,storageanddisposalofchemicalproducts,usersshallrefertothemostrecentMaterialSafetyDataSheetcontaining physical, ecological, toxicological and other safety-related data.Theinformation,and,inparticular,therecommendationsrelatingtotheapplicationandend-useofSikaproducts, are given in good faith based on Sika’s current knowledge and experience of the products when properlystored,handledandappliedundernormalconditionsinaccordancewithSika’srecommendations.Inpractice,thedifferencesinmaterials,substratesandactualsiteconditionsaresuchthatnowarrantyin respect of merchantability or of fitness for a particular purpose, nor any liability arising out of any legal relationshipwhatsoever,canbeinferredeitherfromthisinformation,orfromanywrittenrecommendations,orfromanyotheradviceoffered.Theuseroftheproductmusttesttheproduct’ssuitabilityfortheintendedapplicationandpurpose.Sikareservestherighttochangethepropertiesofitsproducts.Theproprietaryrightsofthirdpartiesmustbeobserved.Allordersareacceptedsubjecttoourcurrenttermsofsaleanddelivery.UsersmustalwaysrefertothemostrecentissueofthelocalProductDataSheetfortheproductconcerned,copiesofwhichwillbesuppliedonrequest.

Legal Notice

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Sika Philippines, Inc.UnitA&B888MarcosAlvarez,Ave.Talon,LasPiñasCity1747Philippines

Tel.no. :8001818Fax. no : 806 2378www.sika.com.ph

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