Ilti HIT-RE 10 Mortar With Rebar (as Post-install Connection)

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Hilti HIT-RE 10mortar with rebar (as post-install connection)Hilti HIT-RE 10 mortar with rebar(as post-install connection)Injection mortar systemBenefitsHiltiHIT-RE 10580 ml hardcartridges- suitable for non-crackedconcrete C20/25 to C50/60- suitable for dry and watersaturated concrete- suitable for overhead fasteningsStatic mixerRebar B500 B( 8 - 32)Load conditionsBase materialConcrete(noncracked)Dry concreteInstallation conditionsHammerdrilling1VariableembedmentdepthWet concreteStatic/quasi-staticOther informationCorrosionresistancetestedFeb-17

Hilti HIT-RE 10mortar with rebar (as post-install connection)Static and quasi-static loadingPre-calculated values1) – anchorage lengthRebar yield strength fyk 500 N/mm2, concrete C25/30, good bond d [mm]NRd [kN]VM [ml]l0 [mm]NRd [kN]VM ,559,448,954,367,976,379,784,8(11)3) 23(11)3) 24(11)3) 25(13)3) 28(15)3) 32(17)3) 37(15)3) 32(20)3) 43(24)3) 5139496149556896100107 8 10 12 14 16 ,141,659,439,354,367,961,571,384,8(6)3)12193)(11) 24(8)3) 17(13)3) 29(17)3) 37(11)3) 23(19)3) 40(24)3) 513143614055687790107(9)3)Values italic letters correspond to the minimum anchorage length. The maximum permissible load (bold letters) is valid for “good bondconditions” as described in EN 1992-1-1. For all other conditions multiply by the value by 0,7.Mortar volume according to the equation: 1,2 (d0²-ds²) lbd/0/4.Value of mortar volume corresponds with minimal nominal diameter of drill bit (see table “Installation equipment”).Fitness for useCreep tests have been conducted in accordance with EAD 330087-00-0601 and TR 023 in the following conditions:in dry environment at 43 C during 90 days.These tests show an excellent behaviour of the post-installed connection made with HIT-RE 10: low displacementsDurability of Hilti-RE 10 injection mortar:ConditionSulphurous atmosphereHigh alkalinityCommentResistance23 C pH 13,2, 23 C Corrosion resistance of post-installed rebar:Post-installed rebar connections made with Hilti-RE 10 injection mortar provide the same corrosion resistance as acast-in-place rebar.Installation temperature range: 10 C to 40 CService temperature rangeHilti HIT-RE 10 injection mortar may be applied in the temperature ranges given below. An elevated base materialtemperature may lead to a reduction of the design bond resistance.Feb-172

Hilti HIT-RE 10mortar with rebar (as post-install connection)Temperature rangeBase materialtemperatureMaximum long termbase materialtemperatureMaximum short termbase materialtemperatureTemperature range I-40 C to 43 C 20 C 43 CMax short term base material temperatureShort-term elevated base material temperatures are those that occur over brief intervals, e.g. as a result of diurnalcycling.Max long term base material temperatureLong-term elevated base material temperatures are roughly constant over significant periods of time.Working time and curing timeTemperatureof the base material TBMa)Maximum workingtime tworkInitial curing time5 C TBM 10 C10 C TBM 15 C5h2,5 h30 h20 h72 h48 h15 C TBM 20 C20 C TBM 30 C30 C TBM 40 C2h60 min30 min15 h10 h5h36 h24 h12 htcure,inia)Minimum curing timetcure a)The curing time data are valid for dry anchorage base only. For water saturated anchorage bases the curing times must be doubled.SettingInstallation equipmentRebar – sizeNominal diameter of drillbitRotary hammerd0[mm] 8(10)12b)Other toolsb)c)d) 10 12 14 16 20 25 28(12)(14)182025323514b)16b)TE2(-A) – TE30(-A)TE40 – TE80Blow out pump (hef 10 d)Compressed air gunc)Set of cleaning brushesd), dispenser, piston plug 3240Both given drill bit diameter can be used.Compressed air gun with extension hose for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ 12 mm).Automatic brushing with round brush for all drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than 20·ϕ (for ϕ 12 mm).Minimum concrete cover cmin of the post-installed rebarDrilling methodHammer drillingRebar – size [mm]Minimum concrete cover cmin [mm]Without drilling aidWith drilling aid 2530 0,06 · lv 2 · 30 0,02 · lv 2 · 2540 0,06 · lv 2 · 40 0,02 · lv 2 · Dispenser and corresponding maximum embedment depth v,maxRebar – size [mm] 8 - 323Dispenser (HDM 500, HDE 500-A) v,max [mm]500Feb-17

Hilti HIT-RE 10mortar with rebar (as post-install connection)Setting instructions*For detailed information on installation see instruction for use given with the package of the product.Safety regulations.Review the Material Safety Data Sheet (MSDS) before use for proper and safehandling! Wear well-fitting protective goggles and protective gloves when workingwith Hilti HIT-RE 10.Hammer drilled holeManual cleaning (MC)for drill diameters d0 20 mm and drillhole depth h0 10 d.Compressed air cleaning (CAC)for all drill hole diameters d0 and drill holedepths h0 20 d.Injection system preparation.Injection method for drill hole depthhef 250 mm.Injection method for drill hole depthhef 250mm.Feb-174

Hilti HIT-RE 10mortar with rebar (as post-install connection)Injection method for overheadapplication.Setting element, observe working time“twork”.Setting element for overheadapplications, observe working time “twork”.Apply full load only after curing time“tcure“.5Feb-17

Hilti HIT-RE 10 mortar with rebar (as post-install connection) Static and quasi-static loading Pre-calculated values1) – anchorage length Rebar yield strength f yk 2 500 N/mm , concrete C25/30, good bond conditions Rebar-size Anchorage length Design value Mortar volume 2) Overlap length De

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