Hilti Hit-hy 200-r V3 Injection Mortar

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HILTI HIT-HY 200-R V3INJECTION MORTARETA-19/0665 (16.11.2020)English2-19Polski21-40French41-58

EOTA MemberDesignatedaccording toIstituto per le Tecnologiedella CostruzioneConsiglio Nazionale delle RicercheArticle 29 ofRegulation (EU)N 305/2011.www.eota.euEuropean Organisation forTechnical AssessmentOrganisation Européennepour l’évaluation techniqueVia Lombardia 49 - 20098 San Giuliano Milanese – Italytel: 39-02-9806.1 – Telefax: 39-02-98280088e-mail: segreteria.itab@itc.cnr.itEuropean Technical AssessmentETA 19/0665 of 16/11/2020GENERAL PARTTrade name of the construction productHilti HIT-HY 200-R V3Product family to which the constructionproduct belongsPAC 33: FIXINGSPost-Installed Reinforcing Bar (Rebar)Connections with Improved Bond-SplittingBehaviour Under Static LoadingManufacturerHilti CorporationFeldkircherstrasse 1009494 Schaan LiechtensteinManufacturing plantHilti CorporationThis European Technical Assessmentcontains:18 pages, including 10 annexes which forman integral part of this assessmentThis European Technical Assessment isissued in accordance with Regulation (EU)n 305/2011, on the basis ofEAD 332402-00-0601-v01 – Post-InstalledReinforcing Bar (Rebar) Connections withImproved Bond-Splitting Behaviour UnderStatic Loading: 100 years working lifeThis version replacesETA 19/0665 (version 03) of 22/01/2020The European Technical Assessment is issued by ITC-CNR in English language. Translations of thisEuropean Technical Assessment into other languages shall fully correspond to the original issued documentand should be identified as such. Communication of this European Technical Assessment, includingtransmission by electronic means, shall be in full (excepted the confidential Annex(es) referred to above).However, partial reproduction can be made with the written consent of ITC-CNR (issuing TechnicalAssessment Body). In this case partial reproduction has to be designated as such.ETA 19/0665 v04 of 16/11/2020page 1 of 18

SPECIFIC PARTS1.TECHNICAL DESCRIPTION OF THE PRODUCTThe injection system Hilti HIT-HY 200-R V3 is a post-installed rebar system consisting of a foil packwith injection mortar Hilti HIT-HY 200-R V3 and a reinforcing bar.The steel element is placed into a drilled hole filled with injection mortar and is anchored via thebond between steel element, injection mortar and concrete.The product description, with reference to its components, is given in Annex A.2.SPECIFICATION OF THE INTENDED USE IN ACCORDANCE WITH EUROPEANASSESSMENT DOCUMENT N 332402-00-0601-v01 (hereinafter EAD)The Hilti HIT-HY 200-R V3 is intended to be used in reinforced or unreinforced normal weight, noncarbonated concrete without fibres C20/25 to C50/60 according to EN 206:2013 A1:2016 forapplications which are allowed with straight deformed post-installed reinforcing bars (rebars)according to EOTA TR 069.Concerning product packaging, transport and storage it is the responsibility of the manufacturer toundertake the appropriate measures and to advise his clients on the transport and storage, as heconsiders necessary in order to reach the declared performances.The information about installation is provided with the technical documentation from theManufacturer and it is assumed that the product will be installed according to it or (in absence ofsuch instructions) according to the usual practice of the building professionals.The specifications and conditions given by the manufacturer are summarized in Annex B.The performances assessed in this European Technical Assessment, according to the applicableEAD, are based on an assumed intended working life of 50 years and 100 years, provided that theconditions for the installation, packaging, transport, storage, installation as well as appropriate use,maintenance and repair are met. The indications given on the working life cannot be interpreted as aguarantee given by the manufacturer, but are to be regarded only as a means for choosing the rightproducts in relation to the expected economically reasonable working life of the works.ETA 19/0665 v04 of 16/11/2020page 2 of 18

3.PERFORMANCE OF THE PRODUCT AND REFERENCES TO THE METHODS USED FORITS ASSESSMENTThe tests for performance assessment of Hilti HIT-HY 200-R V3 were carried out in compliance withEAD 332402-00-0601-v01 according to the test methods reported herein, as well for what concernssampling, conditioning and testing provisions.3.1 MECHANICAL RESISTANCE AND STABILITY (BWR 1)#123454.Essential characteristicResistance to combined pull-out andconcrete failure in uncracked concreteResistance to concrete cone failurePerformanceRobustnessResistance to bond-splitting failureInfluence of cracked concrete on resistanceto combined pull-out and concrete failureSee Annex C1See Annex C1See Annex C1See Annex C1See Annex C1ASSESSMENT AND VERIFICATION OF CONSTANCY OF PERFORMANCE (AVCP)SYSTEM APPLIED, WITH REFERENCE TO ITS LEGAL BASEIn accordance with the European Assessment Document EAD No. 332402-00-0601-v01 theapplicable European legal act is: Decision 1996/582/EC.The AVCP system to be applied is: 15.TECHNICAL DETAILS NECESSARY FOR THE IMPLEMENTATION OF THE AVCPSYSTEM, AS PROVIDED FOR IN EAD 332402-00-0601-v01Technical details necessary for the implementation of the AVCP system are laid down in the ControlPlan deposited at ITC-CNR.Issued in San Giuliano Milanese, Italy on 16/11/2020by ITC – CNRProfessor Antonio OcchiuzziDirector of ITC-CNRETA 19/0665 v04 of 16/11/2020page 3 of 18

Product description: Injection mortar and steel elementsInjection mortar Hilti HIT-HY 200-R V3: hybrid system with aggregate330 ml and 500 mlMarking:HILTI HITProduction number andproduction lineExpiry date mm/yyyyProduct name: “Hilti HIT-HY 200-R V3”Static mixer Hilti HIT-RE-MSteel elementsReinforcing bar (rebar): 8 to 32 Materials and mechanical properties according to Table A1.Minimum value of related rib area fR according to EN 1992-1-1:2004/AC:2010.Rib height of the bar hrib shall be in the range:0,05 · ϕ hrib 0,07 · ϕ The maximum outer rebar diameter over the ribs shall be:ɸ 2 · 0,07 · ϕ 1,14 · ϕ(ɸ: Nominal diameter of the bar; hrib: Rib height of the bar)Table A1: MaterialsDesignationMaterialReinforcing bars (rebars)RebarEN 1992-1-1:2004/AC:2010Bars and de-coiled rods class B or Cwith fyk and k according to NDP or NCL of EN 1992-1-1fuk ftk k · fykHilti HIT-HY 200-R V3Annex A1Product descriptionInjection mortar / Static mixer / Steel elements / MaterialETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 4 of 18

SPECIFICATION OF INTENDED USEAnchorages subject to: Static and quasi-static loading: rebar size ϕ 8 to ϕ 32 mm.Base material Compacted reinforced or unreinforced normal weight concrete without fibres according to EN 206:2013 A1:2016.Strength classes C20/25 to C50/60 according to EN 206:2013 A1:2016.Maximum chloride content of 0,40 % (CL 0.40) related to the cement content according to EN 206:2013 A1:2016.Non-carbonated concrete.Note: In case of a carbonated surface of the existing concrete structure the carbonated layer shall be removed in the area of thepost-installed rebar connection with a diameter of ϕ 60 mm prior to the installation of the new rebar. The depth of concrete tobe removed shall correspond at least to the minimum concrete cover in accordance with EN 1992-1-1. The foregoing may beneglected if building components are new and not carbonated and if building components are in dry conditions.Temperature in the base material At installation:-10 C to 40 CIn serviceTemperature range I: -40 C to 40 C(max. long term temperature 24 C and max. short term temperature 40 C)Temperature range II: -40 C to 80 C(max. long term temperature 50 C and max. short term temperature 80 C)Temperature range III: -40 C to 120 C(max. long term temperature 72 C and max. short term temperature 120 C)Design Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work.Verifiable calculation notes and drawings are prepared taking account of the forces to be transmitted.Design under static or quasi-static loading in accordance with EOTA TR 069.The actual position of the reinforcement in the existing structure shall be determined on the basis of theconstruction documentation and taken into account when designing.Installation Use category: dry or wet concrete (not in flooded holes).Drilling technique: hammer drilling (HD), hammer drilling with Hilti hollow drill bit TE-CD, TE-YD (HDB), ordiamond coring with roughening with Hilti roughening tool TE-YRT (RT).Overhead installation is admissible.Rebar installation carried out by appropriately qualified personnel and under the supervision of the personresponsible for technical matters of the site.Check the position of the existing rebars (if the position of existing rebars is not known, it shall be determinedusing a rebar detector suitable for this purpose as well as on the basis of the construction documentation andthen marked on the building component).Hilti HIT-HY 200-R V3Annex B1Intended UseSpecificationsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 5 of 18

Table B1: Minimum concrete cover cmin of post-installed rebar depending on drillingmethod and drilling toleranceDrilling methodWithout drilling aidϕ 2530 0,06 · lb 2 · ϕ30 0,02 · lb 2 · ϕϕ 2540 0,06 · lb 2 · ϕ40 0,02 · lb 2 · ϕϕ 2530 0,06 · lb 2 · ϕ30 0,02 · lb 2 · ϕϕ 2540 0,06 · lb 2 · ϕ40 0,02 · lb 2 · ϕHammer drilling1)(HD) and (HDB)Diamond coring withroughening with HiltiRoughening ToolTE-YRT (RT)1)Minimum concrete cover cmin [mm]Bar diameter[mm]With drilling aidHDB Hollow Drill Bit Hilti TE-CD and TE-YDComments: The minimum concrete cover acc. EN 1992-1-1 must be observed.The minimum clear spacing is a max(40 mm ; 4 Table B2: Maximum embedment depth lb,max depending on bar diameter anddispenserElementDispensersHDM 330, HDM 500HDE 500Concrete temperature -10 CConcrete temperature 0 CSizelb,max [mm]lb,max [mm] 8 - 327001000RebarTable B3: Maximum working time and minimum curing timeTemperature in the base1)material T1)Maximum working timetworkMinimum curing timetcure-10 Cto-5 C3 hours20 hours-4 Cto0 C1,5 hours8 hours1 Cto5 C45 min4 hours6 Cto10 C30 min2,5 hours11 Cto20 C15 min1,5 hours21 Cto30 C9 min1 hour31 Cto40 C6 min1 hourMinimum foil pack temperature 0 CHilti HIT-HY 200-R V3Intended UseMinimum concrete cover / Maximum embedment depthMaximum working time and minimum curing timeETA 19/0665 v04 of 16/11/2020Annex B2of ETA N 19/0665page 6 of 18

Table B4:Parameters for use of the Hilti Roughening tool TE-YRTAssociated componentsDiamond coringRoughening tool TE-YRTWear gauge RTGd0 [mm]Sized0 [mm]NominalMeasured1817,9 to 18,218182019,9 to 20,220202221,9 to 22,222222524,9 to 25,225252827,9 to 28,228283029,9 to 30,230303231,9 to 32,232323534,9 to 35,23535Table B5:Installation parameters for use of the Hilti Roughening tool TE-YRTRoughening timeMinimum blowing timetroughen [s]tblowing [s]0 to 1001030101 to 2002040201 to 3003050301 to 4004060401 to 5005070501 to 6006080 600lb [mm] / 10troughen [s] 20lb [mm]Hilti roughening tool TE-YRT and wear gauge RTGHilti roughening toolTE-YRTWear gaugeRTGHilti HIT-HY 200-R V3Annex B3Intended UseParameters for use of the Hilti Roughening tool TE-YRTETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 7 of 18

Table B6: Parameters of drilling, cleaning and setting tools for hammer drilling (HD)ElementRebarDrill and cleanHammerdrilling(HD)BrushHIT-RBAir nozzleHIT-DLInstallationExtensionfor airnozzlePiston plugHIT-SZExtension forpiston plugMaximumembedmentlength-1)Sizeϕ8ϕ 10ϕ 12ϕ 14ϕ 16ϕ 18ϕ 20ϕ 22ϕ 24ϕ 25ϕ 26ϕ 28ϕ 30ϕ 321)d0 T-DL16/0,8orHIT-DL Band/orHIT-VL16/0,732and/orHIT-VL ]HIT-VL 9/1,0HIT-VL11/1,0lb,max nd/orHIT-VL 1610001000100010001000100010001000Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.Hilti HIT-HY 200-R V3Annex B4Intended UseParameters of drilling, cleaning and setting tools for hammer drillingETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 8 of 18

Table B7: Parameters of drilling and setting tools for hammer drilling with Hiltihollow drill bit (HDB)ElementRebarDrill (no cleaning required)InstallationHammer drilling,Extension MaximumBrush Air nozzle Extension for Piston plug1)hollow drill bitfor piston embedmentHIT-RBHIT-DLair nozzleHIT-SZ(HDB)plugdepth-2)Sizeϕ8ϕ 10ϕ 12ϕ 14ϕ 16ϕ 18ϕ 20ϕ 22ϕ 24ϕ 251)2)d0 [mm]121214141618202225283232SizeSize[-]No cleaning HIT-VL11/1.0HIT-VL16/0,7and/orHIT-VL 16lb,max [mm]40040040040010001000100010001000100010001000To be used in combination with Hilti vacuum cleaner with suction volume 57 l/s.Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.Hilti HIT-HY 200-R V3Annex B5Intended UseParameters of drilling and setting tools for hammer drilling with hollowdrill bitETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 9 of 18

Table B8: Parameters of drilling, cleaning and setting tools for diamond coring androughening with Hilti roughening tool TE-YRT (RT)ElementRebarDrill and cleanDiamondcoring withroughening(RT)BrushHIT-RBAir nozzleHIT-DLInstallationExtensionfor airnozzlePiston plugHIT-SZExtensionfor pistonplugMaximumembedmentdepth-1)Sized0 [mm]SizeSize 14 181818 16202020 18222222 20 252525 22 282828 24 3232 25 3232 26 3535 28 3535orHIT-DL nd/orHIT-VL 16Size[-]lb,max HIT-VL16/0,71000and/or1000HIT-VL 16100010001000Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.Hilti HIT-HY 200-R V3Annex B6Intended UseParameters of drilling, cleaning and setting tools for diamond coringwith roughening toolETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 10 of 18

Cleaning alternativesManual Cleaning (MC):Hilti hand pump for blowing out drill holeswith diameters d0 20 mm and drill holedepths lb 10 · ϕ. brush HIT-RBCompressed Air Cleaning (CAC):air nozzle with an orifice opening ofminimum 3,5 mm in diameter. brush HIT-RBAutomatic Cleaning (AC):Cleaning is performed during drilling withHilti TE-CD and TE-YD drilling systemincluding vacuum cleaner.Hilti HIT-HY 200-R V3Annex B7Intended UseCleaning alternativesETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 11 of 18

Installation InstructionsSafety Regulations:Hole drillingReview the Material Safety Data Sheet (MSDS) before use for proper and safe handling!Wear well-fitting protective goggles and protective gloves when working with Hilti HIT-HY200-R V3.Important: Observe the installation instruction provided with each foil pack.Before drilling remove carbonized concrete and clean contact areas (see Annex B1).In case of aborted drill hole the drill hole shall be filled with mortar.a) Hammer drilling (HD)Drill hole to the required embedment depth with a hammer drill set in rotation-hammermode using an appropriately sized carbide drill bit.Hammer drill (HD)b) Hammer drilling with Hilti hollow drill bit TE-CD, TE-YD (HDB)Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TEYD hollow drill bit attached to Hilti vacuum cleaner VC 20/40 (-Y) (suction volume 57 l/s)with automatic cleaning of the filter activated. This drilling system removes the dust andcleans the drill hole during drilling when used in accordance with the user’s manual.After drilling is completed, proceed to the “injection preparation” step in the installationinstruction.c) Diamond coring with roughening with Hilti roughening tool TE-YRT (RT)Diamond coring is permissible when suitable diamond core drilling machines and thecorresponding core bits are used.For the use in combination with Hilti roughening tool TE-YRT see parameters Table B4and Table B5.Before roughening water needs to be removed from the drill hole.Check usability of the roughening tool with the wear gauge RTG.Roughen the drill hole over the whole length to the required l b.Hilti HIT-HY 200-R V3Annex B8/1Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 12 of 18

Splicing applications Drilling aidMeasure and control concrete cover c.cdrill c d0/2.Drill parallel to edge and to existing rebar.Where applicable use Hilti drilling aid HIT-BH.For holes lb 20 cm use drilling aid.Ensure that the drill hole is parallel to the existing rebar.Three different options can be considered: Hilti drilling aid HIT-BH Lath or spirit level Visual checkHole drilling with Hilti drilling aid HIT-BH.Drill hole cleaningJust before setting the bar the drill hole must be free of dust and debris.Inadequate hole cleaning poor load values.Manual Cleaning (MC)For drill hole diameters d0 20 mm and drill hole depths lb 10 ϕ .The Hilti hand pump may be used for blowing out drill holes up to diametersd0 20 mm and embedment depths up to lb 10 ϕ .Blow out at least 4 times from the back of the drill hole until return air stream is free ofnoticeable dust.Brush 4 times with the specified brush (see Table B6) by inserting the steel brush HiltiHIT-RB to the back of the hole (if needed with extension) in a twisting motion andremoving it.The brush must produce natural resistance as it enters the drill hole(brush Ø drill hole Ø) - if not the brush is too small and must be replaced with theproper brush diameter.Blow out again with the Hilti hand pump at least 4 times until return air stream is freeof noticeable dust.Hilti HIT-HY 200-R V3Annex B8/2Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 13 of 18

Compressed Air Cleaning(CAC)For all drill hole diameters d0 and all drill hole depths lb 20 ϕ.Blow 2 times from the back of the hole (if needed with nozzle extension) over thewhole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return airstream is free of noticeable dust.Safety tip:Do not inhale concrete dust.Use of the dust collector Hilti HIT-DRS is recommended.Brush 2 times with the specified brush (see Table B6) by inserting the steel brushHilti HIT-RB to the back of the hole (if needed with extension) in a twisting motionand removing it.The brush must produce natural resistance as it enters the drill hole(brush Ø drill hole Ø) - if not the brush is too small and must be replaced withthe proper brush diameter.Blow again with compressed air 2 times until return air stream is free of noticeabledust.Compressed Air Cleaning(CAC)For ϕ 8 to ϕ 12 and drill holes depths lb 250 mmor ϕ 12 mm and drill hole depths lb 20 ϕUse the appropriate air nozzle Hilti HIT-DL (see Table B6).Blow 2 times from the back of the hole over the whole length with oil-freecompressed air until return air stream is free of noticeable dust.For drill hole diameters 32 mm the compressor has to supply a minimum air flowof 140 m³/h.Safety tip:Do not inhale concrete dust.Use of the dust collector Hilti HIT-DRS is recommended.Screw the round steel brush HIT-RB in one end of the brush extension(s)HIT-RBS, so that the overall length of the brush is sufficient to reach the base ofthe drill hole. Attach the other end of the extension to the TE-C/TE-Y chuck.Brush 2 times with the specified brush (see Table B6) by inserting the steel brushHilti HIT-RB to the back of the hole (if needed with extension) and removing it.Safety tip:Start machine brushing operation slowly.Start brushing operation once the brush is inserted in the drill hole.Use the appropriate air nozzle Hilti HIT-DL (see Table B6).Blow 2 times from the back of the hole over the whole length with oil-freecompressed air until return air stream is free of noticeable dust.Hilti HIT-HY 200-R V3Annex B8/3Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 14 of 18

Cleaning of diamond cored holes with roughening with Hilti roughening tool TE-YRT (RT):For all drill hole diameters d0 and all drill hole depths lb.Flush 2 times by inserting a water hose (water-line pressure) to the back of the holeuntil water runs clear.Brush 2 times with the specified brush (see Table B8) by inserting the steel brush HiltiHIT-RB to the back of the hole (if needed with extension) in a twisting motion andremoving it.The brush must produce natural resistance as it enters the drill hole (brush Ø drill hole Ø) - if not the brush is too small and must be replaced with the proper brushdiameter.Blow 2 times from the back of the hole (if needed with nozzle extension) over thewhole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air streamis free of noticeable dust and water. Remove all water from the drill hole until it iscompletely dried before mortar injection. Blow time see Table B5.For drill hole diameters 32 mm the compressor has to supply a minimum air flow of140 m³/h.Rebar preparationBefore use, make sure the rebar is dry and free of oil or another residue.Mark the embedment depth on the rebar (e.g. with tape) lb.Insert rebar in drill hole to verify hole and setting depth lb.Injection preparationTightly attach Hilti mixing nozzle HIT-RE-M to foil pack manifold. Do not modify themixing nozzle.Observe the instruction for use of the dispenser.Check foil pack holder for proper function. Insert foil pack into foil pack holder and putholder into dispenser.The foil pack opens automatically as dispensing is initiated. Depending on the size ofthe foil pack an initial amount of adhesive has to be discarded.Discarded quantities are:2 strokes for 330 ml foil pack,3 strokes for 500 ml foil pack,4 strokes for 500 ml foil pack 5 C.The minimum foil pack temperature is 0 C.Hilti HIT-HY 200-R V3Annex B8/4Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 15 of 18

Inject adhesive from the back of the drill hole without forming air voids.Injection method for drill hole depth 250 mm (without overhead applications)Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer witheach trigger pull.Fill approximately 2/3 of the drill hole to ensure that the annular gap between therebar and the concrete is completely filled with adhesive along the embedment length.After injection is completed, depressurize the dispenser by pressing the releasetrigger. This will prevent further adhesive discharge from the mixer.Injection method for drill hole depth 250 mm or overhead applicationsAssemble mixing nozzle HIT-RE-M, extension(s) and piston plug HIT-SZ(see Table B6, Table B7 and Table B8).For combinations of several injection extensions use coupler HIT-VL-K.A substitution of the injection extension for a plastic hose or a combination of both ispermitted.The combination of HIT-SZ piston plug with HIT-VL 16 pipe and HIT-VL 16 tubesupports proper injection.required mortar levelMark the required mortar level lm and embedment depth lb with tape or marker on theinjection extension.Estimation:lm 1/3 · lbPrecise formula for optimum mortar volume:22lm lb · (1,2 · (ϕ / d0 ) - 0,2)For overhead installation the injection is only possible with the aid of extensions andpiston plugs. Assemble HIT-RE-M mixer, extension(s) and appropriately sized pistonplug (see Table B6,Table B7 and Table B8). Insert piston plug to back of the hole andinject adhesive. During injection the piston plug will be naturally extruded out of thedrill hole by the adhesive pressure.After injection is completed, depressurize the dispenser by pressing the releasetrigger. This will prevent further adhesive discharge from the mixer.Hilti HIT-HY 200-R V3Annex B8/5Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 16 of 18

Setting the elementBefore use, verify that the element is dry and free of oil and other contaminants.For easy installation insert the rebar into the drill hole while slowly twisting until theembedment mark is at the concrete surface level.For overhead application:During insertion of the rebar mortar might flow out of the drill hole. For collection ofthe flowing mortar HIT-OHC may be used.Support the rebar and secure it from falling until mortar has started to harden, e.g.using wedges HIT-OHW.After installing the rebar the annular gap must be completely filled with mortar.Proper installation: desired anchoring embedment lb is reached: embedment mark at concrete surface. excess mortar flows out of the drill hole after the rebar has been fully inserted untilthe embedment mark.Observe the working time twork (see Table B3), which varies according to temperatureof base material. Minor adjustments to the rebar position may be performed duringthe working time.Full load may be applied only after the curing time tcure has elapsed(see Table B3).Hilti HIT-HY 200-R V3Annex B8/6Intended UseInstallation instructionsETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 17 of 18

Table C1: Essential characteristics for rebar under tension load in concrete – 50and 100 years working lifeRebarDiameter of rebarϕ[mm]ϕ 8ϕ 10ϕ 128 10 12 ϕ 14 ϕ 1614 16 ϕ 2020 ϕ 25 ϕ 2625 26 ϕ 28ϕ 30ϕ 3228 30 32 Pull-out resistanceCharacteristic bond resistance in uncracked concrete C20/25 - 50 years working lifeTemperature range I:[N/mm²] Rk,ucr,5040 C/24 CTemperature range II:[N/mm²] Rk,ucr,5080 C/50 CTemperature range III:[N/mm²] Rk,ucr,50120 C/72 CCharacteristic bond resistance in uncracked concrete C20/25 – 100 years working lifeTemperature range I: Rk,ucr,100 [N/mm²]40 C/24 CTemperature range II: Rk,ucr,100 [N/mm²]80 C/50 CTemperature range III: Rk,ucr,100 [N/mm²]120 C/72 CInfluence of cracked concrete[-]0,530,58 cr 12108,5119,580,610,640,73Installation safety factorHammer drillingHammer drilling with Hilti hollow drill bitTE-CD or TE-YDDiamond coring with roughening withHilti roughening tool TE-YRT inst[-] inst[-] inst [-]1,0 - 1,0 1,0 Bond-splitting resistanceProduct basic factorExponent for influence ofconcrete compressive strengthExponent for influence ofrebar diameter ϕExponent for influence ofconcrete cover cdExponent for influence ofside concrete cover (cmax / cd)Exponent for influence ofanchorage length lbAk [-]4,1sp1 [-]0,31sp2 [-]0,32sp3 [-]0,67sp4 [-]0,25lb1 [-]0,45C30/37C40/45C50/6040 C/24 C80 C/50 C120 C/72 C40 C/24 C80 C/50 C120 C/72 C1,041,071,100,740,890,72No Performance AssessedNo Performance AssessedNo Performance Assessed[-][-][mm][mm]11,07,71,5 lb3,0 lbInfluence factors on bond resistance RkCracked and uncracked concrete:Factor for concrete strength cCracked and uncracked concrete:Sustained load factor - 50 years sus,50Cracked and uncracked concrete:Sustained load factor - 100 years sus,100Concrete cone failureFactor for uncracked concreteFactor for cracked concreteEdge distanceSpacingkucr,Nkcr,Nccr,Nscr,NHilti HIT-HY 200-R V3Annex C1PerformancesEssential characteristics under tension load in concrete for bondsplitting and concrete cone resistances – 50 and 100 years working lifeETA 19/0665 v04 of 16/11/2020of ETA N 19/0665page 18 of 18

Istituto per le Tecnologiedelia CostruzioneConsiglio Nazionale delie RicercheCzłonek EOTAUpowainionazgodnie z Artykułem 29Rozporządzenia(Unii Europejskiej)Nr 305/2011www.eota.euEuropejska Organizacjads. Ocen TechnicznychEuropean Organisationfor Technical AssessmentVia lombardia 49 20098 San Giuliano Milanese Wlochytel: 39-02-9806.1 - Telefaks: 39-02-98280088e-mail: segreteria.itab@itc.cnr.itEuropejska Ocena TechnicznaETA 19/0665 z 16.11.2020r.ICZĘŚĆ OGÓLNAKotwa Hilti HIT-HY 200-R V3Kod Obszaru Produktów 33: ZAMOCOWANIAPołączenia wykonywane przy użyciu wklejanychprętów zbrojeniowych o ulepszonychparametrach modelu pracy "wiązaniechemiczne - rozłupanie podłoża" pod wpływemobciążeń statycznychFirma HiltiFeldkircherstrasse 1009494 Schaan I LiechtensteinZakład produkcyjnyfirmy Hilti18 stron, w tym 10 załączników, które tworząintegralną część niniejszej ocenyEAD 332402-00-0601- Połączenia wykonywaneprzy użyciu wklejanych prętów zbrojeniowycho ulepszonych parametrach modelu pracy"wiązanie chemiczne - rozłupanie podłoża"pod wpływem obciążeń statycznychETA 19/0665 (wersja 03) z 22.01.2020r.

CZĘŚCI SZCZEGÓŁOWE DOKUMENTU1.OPIS TECHNICZNY PRODUKTUSystem iniekcyjny Hilti HIT -HY 200-R V3 stanowi system wklejanych prętów zbrojeniowychskładający się z ładunku foliowego z żywicą iniekcyjną Hilti HIT -HY 200-R V3 oraz z prętazbrojeniowego.Przedmiotowy element stalowy jest umieszczany w wywierconym otworze wypełnionym żywicąiniekcyjną oraz jest zakotwiony poprzez wiązanie chemiczne powstałe pomiędzy nim samym,żywicą iniekcyjną oraz betonem.Opis produktu z informacjami na temat jego elementów został podany w Załączniku A.2.WYSZCZEGÓLNIENIE ZAMIERZONEGO STOSOWANIA ZGODNIE Z EUROPEJSKIMDOKUMENTEM OCENY Nr 332402-00-0601-v01 (zwanym dalej E.D.O.)Przedmiotowy system Hilti HIT-HY 200-R V3 jest przeznaczony do stosowania w zbrojonymlub niezbrojonym nieskarbonizowanymbetonie o standardowym ciężarze bez włókien, o klasiewytrzymałości od C20/25 do C50/60, zgodnym z normą EN 206:2013 A1:2016 dla zastosowań,które są dopuszczone do stosowania z prostymi żebrowanymi wklejanymi prętami zbrojeniowymizgodnie z Raportem Technicznym EOTA TR 069.W kwestiach związanychz pakowaniem,transportemoraz przechowywaniemproduktu,obowiązkiem producenta jest podjęcie odpowiednich kroków oraz udzielenie wskazówek dla klientana temat takich metod jego transportu oraz przechowywania, które są konieczne do osiągnięciadeklarowanych parametrów użytkowych.Informacje dotyczące montażu muszą być dostarczone wraz z dokumentacjątechnicznąopracowaną przez producenta, przy jednoczesnym założeniu, że produkt zostanie zamontowanywedług nich lub (w przypadku braku takich instrukcji) według s

The injection system Hilti HIT-HY 200-R V3 is a post-installed rebar system consisting of a foil pack with injection mortar Hilti HIT-HY 200-R V3 and a reinforcing bar. The steel element is placed into a drilled hole filled with injection mortar and is anchored via the bond between steel element, injection mortar and concrete.

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Hilti HIT-HY 200 with HIT-Z 10 / 2012 490 Hilti HIT-HY 200 with HIT-Z . Injection mortar system Benefits . cracked concrete and uncracked . Hilti HIT- HY 200-A . TE 40 - TE 70; Curing and working time . Temperature of the base material HIT-HY 200-R Working time in which anchor can be inserted and adjusted t. work.

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