HIT-RE 500 V4 INJECTION MORTAR - Tiksaze
HIT-RE 500 V4INJECTION MORTARTechnical Data SheetUpdate: Jan-21
HIT-RE 500 V4 injection mortarAnchor design (EN 1992-4) / Rods&Sleeves / ConcreteInjection mortar systemBenefits- SafeSet technology: Simplifiedmethod of borehole preparationusing either Hilti hollow drill bit forhammer drilling or RougheningFoil pack: HIT-RE 500 V4tool for diamond cored(available in 330, 500applicationsand 1400 ml cartridges)- Suitable for non-cracked andcracked concrete C 20/25 toC 50/60Anchor rod:- High loading capacityHAS-U- Suitable for dry and waterHAS-U HDGsaturated concreteHAS-U A4- Hilti Technical Data for underHAS-U HCRwater applicationAM 8.8 (HDG)- Hilti Technical Data for service(M8-M39)life of 100 yearsInternally threadedsleeve:HIS-NHIS-RN(M8-M20)Base ismic,ETA-C1, C2- Long working time at elevatedtemperatures- Cures down to -5 C- Odourless epoxyInstallation conditionsHammerdrilled holesLoad conditionsStatic/quasi-static- High corrosion resistanceDiamonddrilledholesHilti SafeSettechnologySmall edgedistance eHighcorrosionresistance 1)PROFISdesignSoftwareOther informationService life100y, HiltiTech. DataEuropeanTechnicalAssessmentCE conformityHigh Corrosion Resistant (HCR) rods available only for HAS-U.Approvals / certificatesDescriptionEuropean Technical Assessmenta)a)1Authority / LaboratoryCSTBNo. / date of issueETA-20/0541 / 2020-11-21All data given in this section according to ETA-20/0541, issue 2020-11-21 (if not stated otherwise).Updated: Jan-21
Static and quasi-static resistance (for a single anchor)All data in this section applies to:- Correct setting (see setting instruction)- No edge distance and spacing influence- Steel failure- HAS-U anchor rod with strength class 5.8 and 8.8, AM anchor rod with strength class 8.8, HIS-N internallythreaded insert with screw 8.8- Base material thickness and one typical embedment depth, as specified in the table- Concrete C 20/25- Service life: 50 years- Temperature range I: -40 C to 40 C(min. base material temperature -40 C, max. long/short term base material temperature: 24 C/40 C)- Short term loading. For long term loading apply sus acc. to EN 1992-4Hammer drilled holes, hammer drilled holes with hollow drill bit and diamond cored holes with Hilti rougheningtool: 0sus 0,88; diamond cored holes: 0sus 0,89Embedment deptha) and base material thicknessETA-20/0541, issued 2020-11-21M8Anchor sizeHAS-UHilti tech. dataM10M12M16M20M24M27M30M33M36M39Eff. anchorage depth[mm]8090110125170210240270300330360Base material thickness[mm]110120140161214266300340374410444Eff. anchorage depth[mm]90110125170205------Base material thickness[mm]120150170230270------HIS-Na)The allowed range of embedment depth is shown in the setting.For hammer drilled holes, hammer drilled holes with hollow drill bit1) anddiamond cored with Hilti roughening tool TE-YRT2):Characteristic resistanceETA-20/0541, issued 2020-11-21Anchor sizeHilti tech. -U HCR29,046,063,576,9122HIS-N 8.825,046,067,0122116167-205-244-286-330-376-HAS-U 5.89,015,021,039,061,088,0115140174204244HAS-U 8.8, AM ed concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRkShear VRkHAS-U A4HAS-U S-U HCR15,023,034,063,098,0HIS-N -U 5.815,125,442,053,885,3117143171---HAS-U 8.8, AM 885,3117143171---HAS-U HCR15,125,444,453,885,3HIS-N 8.825,044,453,885,3113117-143-171----HAS-U 5.89,015,021,039,061,088,0115140---HAS-U 8.8, AM 8.815,023,034,063,098,0141184224---Cracked concreteTension NRkShear VRk1)2)HAS-U A4HAS-U A4[kN][kN]13,020,030,055,086,0124115140---HAS-U HCR15,023,034,063,098,0HIS-N 8.813,023,034,063,058,0124-161-196----Hilti hollow drill bit available for element size M12-M30.Hilti Roughening tools are available for element size M16-M30.Updated: Jan-212
Design resistanceETA-20/0541, issued 2020-11-21Anchor sizeHilti tech. 43171HAS-U HCR19,328,037,845,872,7HIS-N S-U 27,250,478,4113147179222262312Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdHAS-U A4[kN]HAS-U 8.8, AM 8.8Shear 12-87,0-102-122-HAS-U 5.810,117,026,532,150,969,985,4102---HAS-U 8.8, AM 2,150,969,980,498,3---HAS-U HCR10,117,026,532,150,9HIS-N 8.816,726,532,150,967,469,9-85,4-102----HAS-U 5.87,212,016,831,248,870,492,0112---HAS-U 8.8, AM 8.812,018,427,250,478,4113147179---HAS-U A4HAS-U HCRHIS-N 8.8Cracked concreteTension NRdShear VRdHAS-U A4HAS-U A4[kN][kN]8,312,819,235,355,179,548,358,8---HAS-U HCR12,018,427,250,478,4HIS-N 541, issued 2020-11-21M10 M12 M16 M20 M24 M27M30Hilti tech. dataM33 M36 M39HAS-U 5.88,613,820,032,751,971,387,1104101117133HAS-U 8.8, AM nded loadsa)Anchor sizeNon-cracked concreteTension NRec[kN]9,915,722,532,751,971,357,470,2 86,7102122HAS-U HCR13,820,027,032,751,9HIS-N AS-U 6,834,542,052,261,2 7-80,0-62,1-72,9 87,1-HAS-U 5.87,222,936,349,961,072,7---7,212,112,118,9HAS-U 8.8, AM 8.818,922,936,349,961,072,7---HAS-U A4HAS-U 8.8, AM 8.8Shear VRecHAS-U A4[kN]HAS-U HCRHIS-N 8.8Cracked concreteTension NRec7,212,118,922,936,349,957,470,2---HAS-U HCR7,212,118,922,936,3HIS-N 8.811,918,922,936,348,149,9-61,0-72,7----HAS-U -HAS-U HCR8,613,119,436,056,0HIS-N 8.87,413,119,436,033,150,6-65,7-80,0----HAS-U A4[kN]HAS-U 8.8, AM 8.8Shear VReca)3HAS-U A4[kN]With overall partial safety factor for action γ 1,4. The partial safety factors for action depend on the type of loading and shall be taken fromnational regulations.Updated: Jan-21
For diamond drilling:Characteristic resistanceETA-20/0541, issued 2020-11-21Anchor 22167205244HAS-U HCR26,136,853,976,9122HIS-N 8.825,046,067,0122116167-205-244-HAS-U 5.89,015,021,039,061,088,0115140HAS-U 8.8, AM 8.815,023,034,063,098,0141184224Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRkShear VRkHAS-U A4HAS-U A4[kN][kN]13,020,030,055,086,0124115140HAS-U HCR15,023,034,063,098,0HIS-N ,3HAS-U HCR14,520,429,932,751,9HIS-N 8.816,724,432,751,968,871,3-87,1-104-HAS-U 5.87,212,016,831,248,870,492,0112HAS-U 8.8, AM 8.812,018,427,250,478,4113147179Design resistanceETA-20/0541, issued 2020-11-21Anchor sizeNon-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdShear VRdHAS-U A4HAS-U A4[kN][kN]8,312,819,235,355,179,548,358,8HAS-U HCR12,018,427,250,478,4HIS-N 70,2HAS-U HCR10,414,621,423,437,1HIS-N 8.811,917,523,437,149,150,9-62,2-74,2-HAS-U 5.85,18,612,022,334,950,365,780,0HAS-U 8.8, AM 8.88,613,119,436,056,080,6105128Recommended loadsa)ETA-20/0541, issued 2020-11-21Anchor sizeNon-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRecShear VReca)HAS-U A4HAS-U A4[kN][kN]6,09,213,725,239,456,834,542,0HAS-U HCR8,613,119,436,056,0HIS-N 8.87,413,119,436,033,150,6-65,7-80,0-With overall partial safety factor for action γ 1,4. The partial safety factors for action depend on the type of loading and shall be taken fromnational regulations.Updated: Jan-214
Static and quasi-static resistance (for a single anchor)All data in this section applies to:- Correct setting (see setting instruction)- No edge distance and spacing influence- Steel failure- HAS-U anchor rod with strength class 5.8 and 8.8, AM anchor rod with strength class 8.8, HIS-N internallythreaded insert with screw 8.8- Base material thickness and one typical embedment depth, as specified in the table- Concrete C 20/25- Service life: 100 years- Temperature range I: -40 C to 40 C(min. base material temperature -40 C, max. long/short term base material temperature: 24 C/40 C)- Short term loading. For long term loading apply sus acc. to EN 1992-4Embedment deptha) and base material thicknessHilti technical dataAnchor sizeHAS-UM8M10M12M16M20M24M27M30Eff. anchorage depth[mm]8090110125170210240270Base material 70205---270---M24M27M30HIS-NEff. anchorage depthBase material thicknessa)[mm]120150170230The allowed range of embedment depth is shown in the setting.For hammer drilled holes, hammer drilled holes with hollow drill bit1) anddiamond cored with Hilti roughening tool2):Characteristic resistanceAnchor sizeHilti technical 44HAS-U HCR29,046,063,576,9122HIS-N 8.825,046,067,0122116167-205-244-HAS-U 5.89,015,021,039,061,088,0115140HAS-U 8.8, AM ,0124115140HAS-U HCR15,023,034,063,098,0HIS-N 8,429,040,869,495,0112140HAS-U HCR11,118,429,040,869,4HIS-N 8.819,431,444,381,410795,0-112-140-HAS-U 5.89,015,021,039,061,088,0115140HAS-U 8.8, AM 8.815,023,034,063,098,0141184224Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRkShear VRkHAS-U A4HAS-U A4[kN][kN]Cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRkShear VRk1)2)5HAS-U A4HAS-U A4[kN][kN]13,020,030,055,086,0124115140HAS-U HCR15,023,034,063,098,0HIS-N 8.813,023,034,063,058,0124-161-196-Hilti hollow drill bit available for element size M12-M30.Hilti Roughening tools are available for element size M16-M30.Updated: Jan-21
Design resistanceAnchor sizeHilti technical 5,872,799,880,498,3HAS-U HCR19,328,0HIS-N S-U 8,41131471798,312,819,235,355,179,548,358,8HAS-U HCR12,018,427,250,478,4HIS-N ,412,319,427,246,363,374,693,3HAS-U HCR7,412,319,427,246,3HIS-N 8.813,020,929,550,967,463,3-74,6-93,3-HAS-U 5.87,212,016,831,248,870,492,0112HAS-U 8.8, AM 179,548,358,8HAS-U HCR12,018,427,250,478,4HIS-N 7M30HAS-U 5.88,613,820,032,751,971,387,1104101117HAS-U 8.8, AM d concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdHAS-U A4[kN]HAS-U 8.8, AM 8.8Shear VRdHAS-U A4[kN]Cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdShear VRdHAS-U A4HAS-U A4[kN][kN]Recommended loadsa)Anchor sizeHilti technical dataM16M20Non-cracked concreteTension NRecShear VRec9,915,722,532,751,971,357,470,286,7102HAS-U 87,1-101HIS-N 8.871,3---117HAS-U A4[kN]HAS-U 5.85,18,612,022,334,950,365,780,099,4HAS-U 8.8, AM 8.88,613,119,436,056,080,610512815918761,2HAS-U A4[kN]HAS-U HAS-U 5.85,38,813,819,433,145,253,366,6HAS-U 8.8, AM 8.85,38,813,819,433,145,253,366,6HIS-N 8.8Cracked concreteTension NRecHAS-U A4[kN]5,38,813,819,433,145,253,366,6HAS-U HCR5,38,813,819,433,1HIS-N 8.89,314,921,136,348,145,2-53,3-66,6-HAS-U ,080,6105128HAS-U 8.8, AM 8.8Shear VReca)HAS-U A4[kN]6,09,213,725,239,456,834,542,0HAS-U HCR8,613,119,436,056,0HIS-N 8.87,413,119,436,033,150,6-65,7-80,0-With overall partial safety factor for action γ 1,4. The partial safety factors for action depend on the type of loading and shall be taken fromnational regulations.Updated: Jan-216
For diamond coring:Characteristic resistanceAnchor sizeHilti technical 22167205244HAS-U HCR26,136,8HIS-N 8.825,046,053,976,912267,0122116167-205-244-HAS-U ,014118422413,020,030,055,086,0124115140HAS-U HCR15,023,034,063,098,0HIS-N U HCR14,520,429,932,751,9HIS-N 8.816,724,432,751,968,871,3-87,1-104-HAS-U 8,41131471798,312,819,235,355,179,548,358,8HAS-U HCR12,018,427,250,478,4HIS-N S-U HCR10,414,621,423,437,1HIS-N 8.811,917,523,437,149,150,9-62,2-74,2-HAS-U ,080,61051286,09,213,725,239,456,834,542,0HAS-U HCR8,613,119,436,056,0HIS-N 8.87,413,119,436,033,150,6-65,7-80,0-Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRkHAS-U A4[kN]HAS-U 8.8, AM 8.8Shear VRkHAS-U A4[kN]Design resistanceAnchor sizeHilti technical dataM16M20Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdHAS-U A4[kN]HAS-U 8.8, AM 8.8Shear VRdHAS-U A4[kN]Recommended loadsa)Anchor sizeHilti technical dataM16M20Non-cracked concreteHAS-U 5.8HAS-U 8.8, AM 8.8Tension NRdHAS-U A4[kN]HAS-U 8.8, AM 8.8Shear VRda)7HAS-U A4[kN]With overall partial safety factor for action γ 1,4. The partial safety factors for action depend on the type of loading and shall be taken fromnational regulations.Updated: Jan-21
Seismic resistance (for a single anchor)All data in this section applies to:- Correct setting (see setting instruction)- No edge distance and spacing influence- Steel failure- HAS-U anchor rod with strength class 8.8, AM anchor rod with strength class 8.8, HIS-N internally threadedinsert with screw 8.8- Base material thickness and one typical embedment depth, as specified in the table- Concrete C 20/25- Temperature range I(min. base material temperature -40 C, max. long/short term base material temperature: 24 C/40 C)- αgap 1,0 (using Hilti seismic filling set)Embedment depth and base material thickness for seismic C2a) and C1ETA-20/0541, issued 2020-11-21Anchor sizeHAS-UM8M10M12M16M20M24M27M30Eff. Anchorage depth[mm]8090110125170210240270Base material thickness[mm]110120140161214266300340Eff. Anchorage depth[mm]90110125170205---Base material thickness[mm]120146169226269---HIS-Na)C2 seismic approval only available for HAS-U rods.For hammer drilled holes and hammer drilled holes with Hilti hollow drill bit 1):Characteristic resistance in case of seismic performance category C2ETA-20/0541, issued 2020-11-21Anchor sizeTension NRk,seis HAS-U 8.8, AM 8.8HAS-U 8.8, AM 8.8w/ filling setShear VRk,seisHAS-U 8.8, AM 8.8w/o filling ]Hilti hollow drill bit available for element size M12-M30.Design resistance in case of seismic performance category C2ETA-20/0541, issued 2020-11-21Anchor sizeTension NRd,seis HAS-U 8.8, AM 8.8HAS-U 8.8, AM 8.8w/ filling setShear VRd,seisHAS-U 8.8, AM 8.8w/o filling setUpdated: 108[kN]8
For hammer drilled holes and hammer drilled holes with Hilti hollow drill bit 1):Characteristic resistance in case of seismic performance category C1ETA-20/0541, issued 2020-11-21Anchor sizeTension NRk,seisShear VRk,seis1)HAS-U 8.8, AM 8.8[kN]HIS-N 8.8HAS-U 8.8, AM 8.8[kN]HIS-N 411842249,016,024,044,041,0---Hilti hollow drill bit available for element size M12-M30.Design resistance in case of seismic performance category C1ETA-20/0541, issued 2020-11-21Anchor sizeTension NRd,seisShear VRd,seisHAS-U 8.8, AM 8.8[kN]HIS-N 8.8HAS-U 8.8, AM 8.8[kN]HIS-N 1131471797,212,819,235,232,8---MaterialsMechanical properties for HAS-UETA-20/0541, issued 2020-11-21Anchor sizeNominaltensilestrength fukYield strengthfykM8HAS-U 5.8(F)500M10500HAS-U 8.8(F)800800Hilti tech. 800800800800800800HAS-U A4700700700700700700500500500500500HAS-U 0400400400AM 8.8(HDG)[N/mm²]HAS-U 5.8(F)400800400HAS-U 0640640640640640640640HAS-U HAS-U 932944301AM 8.8(HDG)Stressed crossHAS-U AM 8.8section AsMoment ofHAS-U AM 8.8resistance W[N/mm²]Mechanical properties for HIS-NETA-20/0541, issued 2020-11-21Anchor 0700700700700Screw A4-70700700700700700HIS-N410410375375375Screw 8.8640640640640640350350350350350HIS-NNominal tensilestrength fukYield strengthfykScrew 8.8HIS-RNHIS-RN[N/mm²][N/mm²]Screw A4-70Stressed cross- HIS-(R)Nsection AsScrewMoment ofresistance 09277541Updated: Jan-21
Material quality for HAS-UPartMaterialZinc coated steelThreaded rod,HAS-U 5.8 (HDG)Strength class 5.8; Elongation at fracture A5 8% ductileElectroplated zinc coated 5 m; (F) hot dip galvanized 50 mThreaded rod,HAS-U 8.8 (HDG)Strength class 8.8; Elongation at fracture A5 12% ductileElectroplated zinc coated 5 m; (F) hot dip galvanized 50 mStrength class 8.8; Elongation at fracture A5 12% ductileElectroplated zinc coated 5 m(HDG) hot dip galvanized 50 mHilti Meter rod,AM 8.8 (HDG)Electroplated zinc coated 5 m, hot dip galvanized 50 mStrength class of nut adapted to strength class of threaded rod.Electroplated zinc coated 5 m, hot dip galvanized 50 mWasherNutStainless SteelThreaded rod,HAS-U A4Strength class 70 for M24 and strength class 50 for M24;Elongation at fracture A5 8% ductileStainless steel 1.4401; 1.4404; 1.4578; 1.4571; 1.4439; 1.4362WasherStainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014NutStainless steel 1.4401, 1.4404, 1.4578, 1.4571, 1.4439, 1.4362 EN 10088-1:2014High corrosion resistant steelThreaded rod,HAS-U HCRStrength class 80 for M20 and class 70 for M20,Elongation at fracture A5 8% ductileHigh corrosion resistance steel 1.4529; 1.4565;WasherHigh corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014NutHigh corrosion resistant steel 1.4529, 1.4565 EN 10088-1:2014Material quality for HIS-NPartHIS-NHIS-RNMaterialInternal threadedsleeveScrew 8.8Internal threadedsleeveScrew 70C-steel 1.0718; Steel galvanized 5 µmStrength class 8.8, A5 8 % ductile; Steel galvanized 5 µmStainless steel 1.4401,1.4571Strength class 70, A5 8 % ductileStainless steel 1.4401; 1.4404, 1.4578; 1.4571; 1.4439; 1.4362Setting informationInstallation temperature-5 C to 40 CService temperature rangeHilti HIT-RE 500 V4 injection mortar may be applied in the temperature ranges given below. An elevated basematerial temperature may lead to a reduction of the design bond resistance.Temperature rangeBase materialtemperatureMax. long term basematerial temperatureMax. short term basematerial temperatureTemperature range I-40 C to 40 C 24 C 40 CTemperature range II-40 C to 55 C 43 C 55 CTemperature range III-40 C to 75 C 55 C 75 CUpdated: Jan-2110
Max. 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 time1)2)Temperature of the base materialT2)Working timetworkMinimum curing timetcure1)-5 C to -1 C2h168 h0 C to 4 C2h48 h5 C to 9 C2h24 h10 C to 14 C1,5 h16 h15 C to 19 C1h12 h20 C to 24 C30 min7h25 C to 29 C20 min6h30 C to 34 C15 min5h35 C to 39 C12 min4,5 h40 C10 min4hThe curing time data are valid for dry base material only. In wet base material, the curing times must be doubled.The minimum temperature of the foil pack is 5 C.Setting details for HAS-UAnchor sizeNominal diameter of drillbitETA-20/0541, issue 2020-11-21M12 M16 M20 M24 min[mm]1822M30Hilti tech. dataM33 M36 600660720780max. Tinst [Nm]200240hef 30 mm 100 mm10204080150200270300330360390Min. spacingsmin[mm]4050607590115120140165180195Min. edge distanceCritical spacing forsplitting Effective anchorage anddrill hole depth range a)Minimum base materialthicknessMax. installation torqueCritical edge distance forsplitting failure b)Critical spacing forconcrete cone failureCritical edge distance forconcrete cone failureccr,sp[mm]hef 2 d02 ccr,sp1,0 heffor h / hef 2,04,6 hef - 1,8 hfor 2,0 h / hef 1,32,26 heffor h / hef 1,3scr,N[mm]2 ccr,Nccr,N[mm]1,5 hefFor spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.a)hef,min hef hef,max (hef: embedment depth)b)h: base material thickness (h hmin)11Updated: Jan-21
Setting details for HIS-NETA-20/0541, issue 2020-11-21Anchor sizeNominal diameter of drillbitDiameter of elementEffective anchorage anddrill hole depthMin. material thicknessDiameter of clearancehole in the fixtureThread engagementlength; min - maxMin. spacingMin. edge distanceCritical spacing forsplitting 0150Critical edge distance forccr,spsplitting failure b)[mm]Critical spacing forscr,N[mm]concrete cone failureCritical edge distance forccr,N[mm]concrete cone failureMax. installation torque max. Tinst [Nm]2 ccr,sp1,0 heffor h / hef 2,04,6 hef – 1,8 hfor 2,0 h / hef 1,32,26 heffor h / hef 1,32 ccr,N1,5 hef102040For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be reduced.a)hef,min hef hef,max (hef: embedment depth)b)h: base material thickness (h hmin)Installation equipmentAnchor sizeRotary hammerM8HAS-UHIS-NM10M12M16M20M24TE 2 – TE 16TE 2 – TE 16TE 40 – TE 80M27M30M36M39TE 40 – TE 80-compressed air gun, set of cleaning brushes, dispenserOther toolsAdditionalHilti recommended toolsUpdated: Jan-21roughening tools TE-YRT-DD EC-1, DD 100 DD 160-12
Parameters of cleaning and setting toolsDrill bit diameters d0 [mm]InstallationDiamond coringa)HAS-UHIS-NHammerdrill (HD)Hollow DrillBit (HDB)a)Diamondcoring(DD)withrougheningtool (RT)BrushHIT-RBPiston 37b)40b)42b)121418222830323537b)40b)42b)No cleaning required.Additional Hilti technical datab)Associated components for the use of Hilti Roughening tool TE-YRTDiamond coringd0 [mm]nominal1820222528303235measured17,9 to 18,219,9 to 20,221,9 to 22,224,9 to 25,227,9 to 28,229,9 to 30,231,9 to 32,234,9 to 35,2Roughening tool TE-YRTWear gauge RTG d0 [mm]size18202225283032351820222528303235Minimum roughening time troughen (troughen [sec] hef [mm] /10)hef [mm]0 to 100101 to 200201 to 300301 to 400401 to 500501 to 60013troughen [sec]102030405060Updated: Jan-21
Setting instructions*For detailed information on installation see instruction for use given with the package of the product.Safety regulationsReview the Material Safety Data Sheet (MSDS) before use for proper and safehandling! Wear well-fitting protective goggles and protective gloves whenworking with Hilti HIT-RE 500 V4.DrillingHammer drilled holeFor dry and wet concrete and installationin flooded holes (no sea water).Hammer drilled hole with HollowDrilled Bit (HDB)No cleaning required.For dry and wet concrete, only.Diamond CoringFor dry and wet concrete, only.Diamond Coring Roughening ToolFor dry and wet concrete only.Before roughening, the borehole needsto be dry.Cleaning (Inadequate hole cleaning poor load values.)Hammer Drilling:Compressed air cleaning (CAC)For all drill hole diameters d0 and all drillhole depths h0.Hammer drilling:Cleaning for under water:For all bore hole diameters d0 and allbore hole depth h0.Updated: Jan-2114
Hammer drilled flooded holes anddiamond cored holes:For all drill hole diameters d0 and drillhole depths h0.Diamond cored holes with Hiltiroughening tool:For all drill hole diameters d0 and drillhole depths h0.Injection preparationInjection system preparation.Injection method for drill hole depthhef 250 mm.Injection method for drill hole depthhef 250mm.Injection method for overheadapplication.15Updated: Jan-21
Setting the elementSetting element, observe working time“twork”.Loading the anchor after requiredcuring time tcure the anchor can be loaded.The applied installation torque shall notexceed max. Tinst.Setting element for overheadapplications, observe working time “twork”Loading the anchor after requiredcuring time tcure the anchor can be loaded.The applied installation torque shall notexceed max. Tinst.Updated: Jan-2116
HIT-RE 500 V4 injection mortarAnchor design (EN 1992-4) / Rebar elements / ConcreteInjection mortar systemBenefits- SafeSet technology: Simplifiedmethod of borehole preparationusing either Hilti hollow drill bit forFoil pack: HIT-RE 500 V4hammer drilling or Rougheningtool for diamond cored(available in 330, 500applicationsand 1400 ml cartridges)- Suitable for non-cracked andcracked concrete C 20/25 toC 50/60- ETA approval for seismicperformance category C1- Hilti Technical Data for servicelife of 100 years- High loading capacity- Suitable for dry and watersaturated concreteRebar B500( 8 - 40)- Hilti Technical Data for underwater application- Long working time to allowinstallation of big diametersand/or deep embedment depthseven at higher temperature- Cures down to -5 CLoad conditionsBase materialConcrete(noncracked)Concrete(cracked)Dry concreteWet concreteInstallation -C1Service life100y, Hilti TechDataOther informationsHilti SafeSettechnologyApprovals / certificatesDescriptionEuropean technical Assessmenta)a)Static/quasi-staticSmall edgedistance andspacingEuropeanTechnicalAssessmentAuthority / LaboratoryCSTB, Marne la ValléeCEconformityPROFISdesign SoftwareNo. / date of issueETA-20/0541 / 2020-11-21All data given in this section according to ETA-20/0541 issue 2020-11-21 (if not stated otherwise).Updated: Jan-21
Static and quasi-static loading (for a single anchor)All data in this section applies to- Correct setting (see setting instruction)- No edge distance and spacing influence- Steel failure- Rebar B500- Base material thickness and one typical embedment depth, as specified in the table- Concrete C 20/25- Service life: 50 years- Temperature range I: -40 C to 40 C(min. base material temperature -40 C, max. long/short term base material temperature: 24 C/40 C)- Short term loading. For long term loading apply sus acc. to EN 1992-4Hammer drilled holes, hammer drilled holes with hollow drill bit and diamond cored holes with Hilti rougheningtool: 0sus 0,88; diamond cored holes: 0sus 0,89Embedment depth and base material thickness for static and quasi-static loading dataTyp. embed. depth[mm] 880Base m. thickness[mm]110Rebar size 1090 12110120142ETA-20/0541, issued 2020-11-21 14 16 20 25 28125125170210270161165220274 30270 32300340344380Hilti tech. data 36 40330360420470For hammer drilled holes, hammer drilled holes with hollow drill bit1) anddiamond cored with Hilti roughening tool TE-YRT 2):Characteristic resistanceETA-20/0541, issued 2020-11-21Rebar sizeHilti tech. data 8 10 12 14 16 20 25 28 30 32 36 169194221--Non-cracked concreteTension NRkShear VRk[kN]Cracked concreteTension NRkShear VRk1)2)[kN]Hilti hollow drill bit available for element size 10- 28.Hilti Roughening tools are available for element size 14- 28.Design resistanceETA-20/0541, issued 2020-11-21Rebar size 8 10 12 14 16 20 ,418,826,532,132,19,314,720,728,036,7 8 10 12 14 16 10,514,8Hilti tech. data 28 30 32 36 2102119--57,390,0113129147-- 25 28 30 32 36 92,4105--Non-cracked concreteTension NRdShear VRd[kN]Cracked concreteTension NRdShear VRd[kN]Recommended loadsa)ETA-20/0541, issued 202
3 Updated: Jan-21 Design resistance Anchor size ETA-20/0541, issued 2020-11-21 Hilti tech. data M8 M10 M12 M16 M20 M24 M27 M30 M33 M36 M39
Hilti HIT-HY 200 con HIT-V Hilti HIT-HY 200-A con HIT-V Sistema di ancoraggio chimico Vantaggi S - adatta per calcestruz ef Hilti HIT- HY 200-A cartucce da 330 ml e 500 ml Hilti HIT- HY 200-A cartucce da 330 ml e 500 ml Miscelatore Barre HIT-V Barre HIT-V-R Barre HIT-V-HCR - adatta per calcestruzzo fessurato e non fessurato, da C 20/25 a
HIT-HY 200-A HIT-HY 200-R V3 HIT-HY 200-A HIT-HY 200-R V3 HVU2 HVU2 HVU2 HVU2 HIT-HY 170 HIT-HY 170 HIT-HY 170 HIT-MM Plus HIT-MM Plus HIT-MM Plus HIT-1 HIT-1 HIT-1 T 0 00 55 ZZ.hilti.sk Vždy postupujte podľa návodu na použitie SYSTÉM CHEMICKÝCH KOTIEV 6 VŔTANIE DIAMANTOM ALEBO KOTVENIE POD VODOU? Žiadny problém pre Hilti chemické kotvy
Hilti HIT-RE 500-SD mit Ankerstange HIT-V 1.6-1.8 Hilti HIT-RE 500-SD mit Innengewindehülse HIS 1.10-1.11 Hilti HIT-HY 200-A / HIT HY 200-R mit Ankerstange HIT-V 1.12-1.13 Hilti HIT-HY 200-A / 200-R mit Ankerstange HIT-Z 1.14-1.15 Hilti HIT-HY 70 mit Ankerstange HIT-V, HIT-IC 1.16-1.17
HIT-V / HAS HIT HIS 03 / 2015 1 Manuale di tecnologia del fissaggio Hilti HIT-HY 170 con -V-(R)N 03 / 2015. Hilti HIT-HY 170 con barra HIT-V 2 03 / 2015 . Hilti HIT-HY 170 con HIT-V . Sistema di ancoraggio chimico a iniezione Vantaggi Hilti HIT-HY 170 cartuccia da 500 ml (disponibile anche il formato da 330 ml) -Miscelatore statico Barre HIT-V .
Hilti HIT-1 / HIT-1 CE Concrete Materials Mechanical properties Anchor size M8 M10 M12 M16 Nominal tensile strength f uk HIT-V 5.8 [N/mm²] 500 500 500 500 HIT-V 8.8 800 800 800 800 HIT-V-R 700 700 700 700 HIT-V-HCR 800 800 800 800 Yield strength f yk HIT-V 5.8 [N/mm²] 400 400 400 400 HIT-V 8.8 640 640 640 640
Hilti HIT-RE 500 V3 with HIT-V rod 1 May 24, 2016 Hilti HIT-RE 500 V3 mortar with HIT-V rod Injection mortar system Benefits Hilti HIT-RE 500 V3 330 ml, 500 ml and 1400 ml foil pack - SAFEset technology: hammer drilling and borehole cleaning in on
Injection system Hilti HIT-RE 500 V4 Annex A1 Product description . Injection mortar / Static mixer / Steel elements / Materials . Product description: Injection mortar and steel elements . Injection mortar Hilti HIT-RE 500 V4: epoxy system with aggregate 330 ml, 500 ml and 1400 ml Marking:
Anchor rod (metric) Hilti HIT-Z, (stainless metric) Hilti HIT-Z-R, Hammer drill bit TE-YD, TE-CD Page 239-241 Injectable mortar HIT-HY 110, HIT-CT 1, HIT-HY 70, HIT-MM PLUS Page 242-243 . HAS Rod HAS E Rod HIT V Rod Rebar HIT-HY 200 No borehole cleaning required (when used with HIT Z), suitable for dry and
