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Hilti HIT-RE 500 mortar
with HIT-V / HAS rod
Hilti HIT-RE 500 mortar with HIT-V / HAS rod
Small edge
Concrete
distance
and spacing
European
CE
Technical
conformity
Approval
Approvals / certificates
Description
European technical approval a)
Fire test report
Assessment report (fire)
a) All data given in this section according ETA-04/0027, issue 2013-06-26.
556
These pages are part of the Anchor Fastening Technology Manual issue September 2014
Variable
Fire
embedment
resistance
depth
PROFIS
Anchor design
software
Authority / Laboratory
DIBt, Berlin
IBMB, Braunschweig
warringtonfire
Hilti
HIT-RE 500
330 ml foil pack
(also available
as 500 ml
and 1400 ml
foil pack)
Statik mixer
HAS rod
HAS-E rod
HIT-V rod
High
Corrosion
corrosion
resistance
resistance
Benefits
-
SAFEset
technology: drilling and
borehole cleaning in one step
with Hilti hollow drill bit
- suitable for non-cracked concrete
C 20/25 to C 50/60
- high loading capacity
- suitable for dry and water
saturated concrete
- under water application
- large diameter applications
- high corrosion resistant
- long working time at elevated
temperatures
- odourless epoxy
- embedment depth range:
from 40 ... 160 mm for M8
to 120 ... 600 mm for M30
Diamond
Hilti
SAFEset
drilled
technology with
holes
hollow drill bit
No. / date of issue
ETA-04/0027 / 2013-06-26
UB 3565 / 4595 / 2006-10-29
UB 3588 / 4825 / 2005-11-15
WF 327804/B / 2013-07-10
09 / 2014
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Related Manuals for Hilti HIT-RE 500
Summary of Contents for Hilti HIT-RE 500
- Page 1 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Hilti HIT-RE 500 mortar with HIT-V / HAS rod Injection mortar system Benefits SAFEset technology: drilling and Hilti borehole cleaning in one step HIT-RE 500 with Hilti hollow drill bit 330 ml foil pack...
- Page 2 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Basic loading data (for a single anchor) All data in this section applies to For details see Simplified design method Correct setting (See setting instruction) No edge distance and spacing influence...
- Page 3 Hilti HIT-RE 500 mortar with HIT-V / HAS rod For diamond drilling: Mean ultimate resistance: concrete C 20/25 – f = 25 N/mm², anchor HIT-V 5.8 ck,cube ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size Tensile N HIT-V 5.8 [kN] 18.9...
- Page 4 HIT-V / HAS rod Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Maximum long term...
- Page 5 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Material quality Part Material Threaded rod Strength class 5.8, A > 8% ductile steel galvanized ≥ 5 μm, HIT-V(F), HAS 5.8 M8 – M24 (F) hot dipped galvanized ≥ 45 μm, Threaded rod Strength class 8.8, A...
- Page 6 Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it.
- Page 7 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 8 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 9 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Inject adhesive from the back of the borehole without forming air voids Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.
- Page 10 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Curing time for general conditions Data according ETA-04/0027, issue 2013-06-26 Temperature Working time in which anchor Curing time before anchor of the base material can be inserted and adjusted t can be fully loaded t cure 40 °C...
- Page 11 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Setting details Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size Nominal diameter of [mm] drill bit Effective anchorage [mm] ef ,min and drill hole depth [mm] range ef ,max...
- Page 12 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2009-05-20. Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors.
- Page 13 [kN] range III Additional Hilti technical data (not part of ETA-04/0027, issue 2013-06-26): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor installation in dry concrete (concrete not in contact with water before/during installati on and curing).
- Page 14 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Influence of edge distance cr,N cr,sp 0,7 + 0,3 c/c cr,N 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 = 0,7 + 0,3 c/c 1,sp cr,sp 0,5 (1 + c/c...
- Page 15 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Basic design shear resistance Design steel resistance V Rd,s Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size HAS 5.8 [kN] 10,4 15,2 28,8 44,8 64,0 HIT-V 5.8 [kN]...
- Page 16 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Influence of anchor spacing and edge distance for concrete edge resistance: f = (c/h (1 + s / [3 c]) 0,5 Single Group of two anchors s/h anchor 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25...
- Page 17 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size Embedment depth = [mm] ef ,1...
- Page 18 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size Embedment depth = [mm] ef ,typ...
- Page 19 Hilti HIT-RE 500 mortar with HIT-V / HAS rod Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size Embedment depth = [mm] ef ,2...
- Page 20 Hilti HIT-RE 500 mortar with HIT-V / HAS rod 09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014...
- Page 21 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Injection mortar system Benefits SAFEset technology: drilling and Hilti borehole cleaning in one step HIT-RE 500 with Hilti hollow drill bit 330 ml foil pack - suitable for non-cracked concrete...
- Page 22 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Embedment depth and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, design resistance, recommended loads. Anchor size Embedment depth [mm] Base material thickness [mm] For hammer drilled holes and hollow drill bit: : concrete C 20/25 –...
- Page 23 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve For diamond drilling: : concrete C 20/25 – f Mean ultimate resistance = 25 N/mm², anchor HIS-N ck,cube Data according ETA-04/0027, issue 2013-06-26 for diamond drilling Anchor size Tensile N HIS-N [kN] 26,3...
- Page 24 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Maximum long term...
- Page 25 Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it.
- Page 26 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 27 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 28 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Inject adhesive from the back of the borehole without forming air voids Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.
- Page 29 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Curing time for general conditions Data according ETA-04/0027, issue 2013-06-26 Temperature Working time in which anchor Curing time before anchor of the base material can be inserted and adjusted t can be fully loaded t cure 40 °C...
- Page 30 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Setting details Data according ETA-04/0027, issue 2013-06-26 Anchor size Nominal diameter of [mm] drill bit [mm] Diameter of element 12,5 16,5 20,5 25,4 27,6 Effective anchorage [mm] and drill hole depth Minimum base...
- Page 31 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2013-06-26. Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors.
- Page 32 Rd,p range III Additional Hilti technical data (not part of ETA-04/0027, issue 2009-05-20): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor installation in dry concrete (concrete not in contact with water before/during installation and curing).
- Page 33 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Influence of edge distance cr,N cr,sp 0,7 + 0,3 c/c cr,N 0,73 0,76 0,79 0,82 0,85 0,88 0,91 0,94 0,97 = 0,7 + 0,3 c/c 1,sp cr,sp 0,5 (1 + c/c cr,N 0,55...
- Page 34 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Basic design shear resistance Design steel resistance V Rd,s Data according ETA-04/0027, issue 2013-06-26 Anchor size HIS-N [kN] 10,4 18,4 26,0 39,3 36,7 Rd,s HIS-RN [kN] 12,8 19,2 35,3 41,5 Design concrete pryout resistance V...
- Page 35 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Influence of anchor spacing and edge distance for concrete edge resistance: f = (c/h (1 + s / [3 c]) 0,5 Single Group of two anchors s/h anchor 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25...
- Page 36 Hilti HIT-RE 500 mortar with HIS-(R)N sleeve Combined tension and shear loading for hammer drilling or hollow drill bit For combined tension and shear loading see section “Anchor Design”. Precalculated values Recommended loads can be calculated by dividing the design resistance by an overall partial safety factor for action = 1,4.
- Page 37 Hilti HIT-RE 500 mortar with rebar (as anchor) Hilti HIT-RE 500 mortar with rebar (as anchor) Injection mortar system Benefits SAFEset technology: drilling and Hilti borehole cleaning in one step HIT-RE 500 with Hilti hollow drill bit 330 ml foil pack...
- Page 38 Hilti HIT-RE 500 mortar with rebar (as anchor) Embedment depth and base material thickness for the basic loading data. Mean ultimate resistance, characteristic resistance, design resistance, recommended loads. Additional ETA-04/0027, issue issue 2013-06-26 Hilti tech. data Anchor size Ø8 Ø10 Ø12...
- Page 39 Hilti HIT-RE 500 mortar with rebar (as anchor) For diamond drilling: Mean ultimate resistance: concrete C 20/25 – f = 25 N/mm², anchor rebar BSt 500S ck,cube ETA-04/0027, issue issue 2013-06-26 for diamond drilling Anchor size Ø8 Ø10 Ø12 Ø14 Ø16...
- Page 40 Hilti HIT-RE 500 mortar with rebar (as anchor) Service temperature range Hilti HIT-RE 500 injection mortar may be applied in the temperature ranges given below. An elevated base material temperature may lead to a reduction of the design bond resistance. Maximum long term...
- Page 41 Brush 4 times with the specified brush size (brush diameter ≥ bore hole) by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it.
- Page 42 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 43 140 m³/hour. Brush 2 times with the specified brush size by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with extension) in a twisting motion and removing it. The brush must produce natural resistance as it enters the bore hole - if not the brush is too small and must be replaced with the proper brush diameter.
- Page 44 Hilti HIT-RE 500 mortar with rebar (as anchor) Inject adhesive from the back of the borehole without forming air voids Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer with each trigger pull. Fill holes approximately 2/3 full. It is required that the annular gap between the anchor and the concrete is completely filled with adhesive along the embedment length.
- Page 45 Hilti HIT-RE 500 mortar with rebar (as anchor) Curing time for general conditions Additional Data according ETA-04/0027, issue 2013-06-26 Hilti technical data Temperature Working time in which Curing time before Preparation work may of the base material anchor anchor continue.
- Page 46 Hilti HIT-RE 500 mortar with rebar (as anchor) Setting details Additional Data according ETA-04/0027, issue 2013-06-26 Hilti tech. data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 Nominal diameter of [mm] drill bit Effective anchorage...
- Page 47 Hilti HIT-RE 500 mortar with rebar (as anchor) Simplified design method Simplified version of the design method according ETAG 001, TR 029. Design resistance according data given in ETA-04/0027, issue 2013-06-26. Influence of concrete strength Influence of edge distance Influence of spacing Valid for a group of two anchors.
- Page 48 Rd,p range III Additional Hilti technical data (not part of ETA-04/0027, issue 2013-06-26): The design values for combined pull-out and concrete cone resistance may be increased by 20 % for anchor installation in dry concrete (concrete not in contact with water before/during installation and curing).
- Page 49 Hilti HIT-RE 500 mortar with rebar (as anchor) Influence of concrete strength on concrete cone resistance Concrete strength designation C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60 (ENV 206) 1/2 a) /25N/mm²) 1,22 1,34...
- Page 50 Hilti HIT-RE 500 mortar with rebar (as anchor) Basic design shear resistance Design steel resistance V Rd,s Additional Hilti Data according ETA-04/0027, issue 2013-06-26 technical data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 BSt 500 S...
- Page 51 Hilti HIT-RE 500 mortar with rebar (as anchor) Influence of anchor spacing and edge distance for concrete edge resistance: f = (c/h (1 + s / [3 c]) 0,5 Single Group of two anchors s/h anchor 0,75 1,50 2,25 3,00 3,75 4,50 5,25 6,00 6,75 7,50 8,25 9,00 9,75 10,50 11,25...
- Page 52 Hilti HIT-RE 500 mortar with rebar (as anchor) Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Data according ETA-04/0027, issue 2013-06-26 Hilti tech. data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28...
- Page 53 Hilti HIT-RE 500 mortar with rebar (as anchor) Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Data according ETA-04/0027, issue 2013-06-26 Hilti tech. data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28...
- Page 54 Hilti HIT-RE 500 mortar with rebar (as anchor) Design resistance: concrete C 20/25 – f = 25 N/mm², Temperature range I ck,cube Additional Data according ETA-04/0027, issue 2013-06-26 Hilti tech. data Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28...
- Page 55 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Hilti HIT-RE 500 mortar with rebar (as post-installed connection) Injection mortar system Benefits SAFEset technology: drilling and Hilti borehole cleaning in one step with Hilti hollow drill bit HIT-RE 500 330 ml foil pack...
- Page 56 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Materials Reinforcmenent bars according to EC2 Annex C Table C.1 and C.2N. Properties of reinforcement Product form Bars and de-coiled rods Class Characteristic yield strength f or f (MPa) 400 to 600 0,2k ≥...
- Page 57 In case of aborted drill hole the drill hole shall be filled with mortar. Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This drilling system removes the dust and cleans the bore hole during drilling when used in accordance with the user’s manual.
- Page 58 Deep boreholes – Blowing For boreholes deeper than 250mm (for Ø=8mm – 12mm) or deeper than 20 Ø (for Ø>12mm) use the appropriate air nozzle Hilti HIT-DL Safety tip: Do not inhale concrete dust. The application of the dust collector Hilti HIT-DRS is recommended.
- Page 59 20mm and depths resp. e,ges. Blowing 4 strokes with Hilti blow-out pump from the back of the hole until return air stream is free of noticeable dust. Brushing 4 times with the specified brush HIT_RB size (brush Ø ≥ borehole Ø) by inserting the round steel wire brush to the back of the hole with...
- Page 60 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) 4.Inject mortar into borehole Forming air pockets be avoided ≤ 250 mm 4.1 Injection method for borehole depth Inject the mortar from the back of the hole towards the front and slowly withdraw the mixing nozzle step by step after each trigger pull.
- Page 61 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) 5.Insert rebar For easy installation insert the rebar slowly twisted into the boreholeuntil the embedment mark is at the concrete surface level. Overhead application: During insertion of the rebar, mortar might flow out of the borehole.
- Page 62 Sulphurous atmosphere (80 cycles) Electrical Conductivity HIT-RE 500 in the hardened state does not conduct electrically. Its electric resistivity is 66 10 (DIN IEC 93 – 12.93). It is adapted well to realize electrically insulating anchorings (ex: railway applications, subway).
- Page 63 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Drilling diameters Drill bit diameters d [mm] Rebar (mm) Diamond coring Hammer drill (HD) Compressed air drill (CA) Hollow Drill Bit (HDB) Wet (DD) Dry (PCC) 12 (10 12 (10 14 (12...
- Page 64 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Basic design data for rebar design according to rebar ETA Bond strength in N/mm² according to ETA 08/0105 for good bond conditions for hammer drilling, compressed air drilling, dry diamond core drilling...
- Page 65 Fire Resistance a) fire situation “anchorage” inst Maximum force in rebar in conjunction with HIT-RE 500 as a function of embedment depth for the fire resistance classes F30 to F180 (yield strength f = 500 N/mm²) according EC2 Drill hole Max.
- Page 66 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Drill hole Max. F inst [mm] [mm] [kN] [mm] R120 R180 76,6 54,3 38,7 27,5 11,4 101,2 82,0 66,4 55,1 26,1 101,2 87,1 75,9 45,6 101,18 101,2 93,2 62,9 101,2 73,2...
- Page 67 80 = bond stress when exposed to fire , concerning “overlap joint” for Hilti HIT-RE 500 injection Critical temperature-dependent bond stress, adhesive in relation to fire resistance class and required minimum concrete coverage c.
- Page 68 Hilti HIT-RE 500 mortar w/ rebar (as post-installed conn.) Minimum anchorage length According to ETA-08/0105, issue 2014-04-30, the minimum anchorage length shall be increased by factor 1,5 for wet diamond core drilling. For all the other given drilling methods the factor is 1,0.