Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
556
Hilti HIT-RE 500 mortar with HIT-V / HAS rod
Injection mortar system
Benefits
Hilti
HIT
-RE 500
330 ml foil pack
(als o avai lable
as 500 ml
and 1400 ml
foil pack)
-
SAFEset technology
: drilling and
borehole c leaning i n one st ep
with Hilti hollow drill bit
-
sui table for non-
cracked concrete
C 20/25 to C 50/60
-
high loadi ng c apaci ty
-
sui table for dry and water
saturated concrete
-
under water application
-
large diam eter applic ati ons
-
high c orrosion res ist ant
-
long worki ng t ime at el evated
temperatures
-
odourless epoxy
-
embedment depth range:
from 40 … 160 mm for M8
to 120 … 600 mm for M30
Statik mixe r
HAS rod
HAS
-E rod
HIT
-V rod
Concrete
Small edge
distance
and spacing
Variable
embedment
depth
Fire
resist ance
Corrosion
resist ance
High
corrosion
resist ance
Diamond
drilled
holes
Hilti SAF Eset
technology
with
hollo w d r ill bit
European
Technical
Approval
CE
conformity
PROFIS
Anchor design
software
Approvals / certificates
Des cription
Authority / Laboratory
No. / date of issue
European technical approval a)
DIBt, Berlin
ETA-04/0027 / 2013-06-26
Fire t est report
IBMB , Brauns c hwei g
UB 3565 / 4595 / 2006-10-29
UB 3588 / 4825 / 2005-11-15
Assessment report (f ire)
warringtonfire
WF 327804/B / 2013-07-10
a) All data given in this sec tion ac c ordi ng ETA-04/0027, issue 2013-06-26.
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
557
Basic loading data ( for a single anchor )
All data in this section applies to For detai ls see Sim plified desi gn method
- Correct set ting (See set ting ins truct ion)
- No edge dist ance and spac ing influenc e
- Steel failure
- Bas e mat erial t hick ness , as spec ified in t he tabl e
- One typical embedment depth, as speci fied in the table
- One anchor m aterial, as spec ified in t he tabl es
- Concrete C 20/25, f
ck,cube
= 25 N/mm²
- Temperature range I
(min. base m aterial temperat ure -40°C, max . long term/ short t erm base mat erial t emperature: + 24°C/40°C)
- Instal lati on temperat ure range + 5°C to + 40°C
Embedment depth a) and base materi al thi ckness f or the basic loading data.
Mean ultimate resistance, characteristic resistance, design resistance, recommended
loads.
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Typic al embedment depth [ mm]
80
90
110
125
170
210
240
270
300
330
360
Base material thickness [mm]
110
120
140
165
220
270
300
340
380
410
450
a) The allowed range of embedment depth is shown in the setting details . The corresponding load values can be
cal culated ac cording to the s i m pl i fied design met hod.
For hammer drilled holes and hollow drill bit:
Mean ult i m at e resi st ance: concrete C 20/25 – f
ck,cube
= 25 N /mm², anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26
for hammer drilling and hollow drill bit
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Tensile N
Ru,m
HIT-V 5.8
[kN]
18,9
30,5
44,1
83,0
129,2
185,9
241,5
295,1
364,4
428,9
459,9
Shear V
Ru,m
HIT-V 5.8
[kN]
9,5
15,8
22,1
41,0
64,1
92,4
120,8
147,0
182,2
214,5
256,2
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N /mm², anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26
for hammer drilling and hollow drill bit
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Tensile NRk HIT-V 5.8
[kN]
18,0
29,0
42,0
70,6
111,9
153,7
187,8
224,0
262,4
302,7
344,9
Shear VRk HIT-V 5.8
[kN]
9,0
15,0
21,0
39,0
61,0
88,0
115,0
140,0
173,5
204,3
244,0
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26
for hammer drilling and hollow drill bit
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Tensile NRd HIT-V 5.8
[kN]
12,0
19,3
27,7
33,6
53,3
73,2
89,4
106,7
125,0
144,2
164,3
Shear VRd HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26
for hammer drilling and hollow drill bit
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Tensile N
rec
HIT-V 5.8
[kN]
8,6
13,8
19,8
24,0
38,1
52,3
63,9
76,2
89,3
103,0
117,3
Shear V
rec
HIT-V 5.8
[kN]
5,1
8,6
12,0
22,3
34,9
50,3
65,7
80,0
99,1
116,7
139,4
a) With overall partial safety factor for action J = 1,4. The partial safety factors for act ion depend on the type of
loading and s hall be t aken from nat ional regulat ions.
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
558
For di am ond dr illing:
Mean ult i m at e resi st ance: concrete C 20/25 – f
ck,cube
= 25 N /mm², anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26 for diamond drilling
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
Tensile N
Ru,m
HIT-V 5.8
[kN]
18.9
30.5
44.1
83,0
129.2
185.9
241.5
287.2
Shear V
Ru,m
HIT-V 5.8
[kN]
9.5
15.8
22.1
41,0
64,1
92,4
120,8
147,0
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm², anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26 for diam ond drilling
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
Tensile NRk HIT-V 5.8
[kN]
18,0
29,0
42,0
70,6
111,9
153,7
183,2
216,3
Shear VRk HIT-V 5.8
[kN]
9,0
15,0
21,0
39,0
61,0
88,0
115,0
140,0
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26 for diam ond drilling
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
Tensile NRd HIT-V 5.8
[kN]
12,0
19,3
28,0
33,6
53,3
73,2
87,3
103,0
Shear VRd HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIT-V 5.8
ETA-04/0027, issue 2013-06-26 for diamond drilling
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
Tensile N
rec
HIT-V 5.8
[kN]
8,6
13,8
20,0
24,0
38,1
52,3
62,3
73,6
Shear V
rec
HIT-V 5.8
[kN]
5,1
8,6
12,0
22,3
34,9
50,3
65,7
80,0
a) With overall partial safety factor for action J = 1,4. The partial safety factors for act ion depend on the type of
loading and s hall be t aken from nat ional regulat ions.
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
559
Service temperature range
Hilt i HIT-RE 500 i nj ecti on mort ar may be appl ied in t he t em perature ranges gi ven below. An el evated base mat erial
tem perat ure m ay lead to a reduction of t he design bond res i s tance.
Temperature range
Ba se ma te ri a l
temperature
Maximum l ong te rm
base ma te ri al
temperature
Maximum short term
base ma te ri al
temperature
Temperature range I
-40 °C to +40 °C
+24 °C
+40 °C
Temperature range II
-40 °C to +58 °C
+35 °C
+58 °C
Temperature range III
-40 °C to +70 °C
+43 °C
+70 °C
Max sho rt t er m b ase material t em p er ature
Short -t erm elevat ed base mat erial temperatures are those t hat occur over brief int ervals, e.g. as a result of
diurnal cycling.
Max l o n g term b ase mater i al temper ature
Long-term elevated base materi al tem peratures are roughly cons tant over s ignific ant periods of tim e.
Materials
Mechanical properties of HIT-V / HAS
Data a cco rd ing ETA-04/0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Nominal
tensile
st rength f
uk
HIT-V/HAS 5.8
[N/mm²]
500
500
500
500
500
500
500
500
500
500
500
HIT-V/HAS 8.8
[N/mm²]
800
800
800
800
800
800
800
800
800
800
800
HIT-V/HAS -R
[N/mm²]
700
700
700
700
700
700
500
500
500
500
500
HIT-V/HAS -HCR
[N/mm²]
800
800
800
800
800
700
700
700
500
500
500
Yield
st rength f
yk
HIT-V/HAS 5.8
[N/mm²]
400
400
400
400
400
400
400
400
400
400
400
HIT-V/HAS 8.8
[N/mm²]
640
640
640
640
640
640
640
640
640
640
640
HIT-V/HAS -R
[N/mm²]
450
450
450
450
450
450
210
210
210
210
210
HIT-V/HAS -HCR
[N/mm²]
600
600
600
600
600
400
400
400
250
250
250
Stressed
cross
-
section As
HAS [mm²]
32,8
52,3
76,2
144
225
324
427
519
647
759
913
HIT
-V
[mm²]
36,6
58,0
84,3
157
245
353
459
561
694
817
976
Moment of
resistance
W
HAS [mm³]
27,0
54,1
93,8
244
474
809
1274
1706
2321
2949
3891
HIT
-V
[mm³]
31,2
62,3
109
277
541
935
1387
1874
2579
3294
4301
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
560
Mater ial qua lity
Part
Material
Threaded rod
HIT
-V(F),
HAS 5.8 M8 – M24
St rength c lass 5. 8, A5 > 8% duc t i l e
steel galvanized ≥ 5 μm,
(F) hot dipped galvanized ≥ 45 μm,
Threaded rod
HIT-V(F),
HAS 8.8 M27 – M39
St rength c lass 8. 8, A5 > 8% duc t i l e
steel galvanized ≥ 5 μm,
(F) hot dipped galvanized ≥ 45 μm,
Threaded rod
HIT
-V-R, HAS-R
St ai nl ess s teel grade A 4, A5 > 8% duc t i l e
strength class 70 for ≤ M24 and class 50 for M27 to M30, 1.4401; 1.4404;
1.4578; 1.4571; 1.4439; 1. 4362
Threaded rod
HIT-V-HCR, HAS-HCR
High corrosion resist ant steel, 1.4529; 1.4565
strength ≤ M20: R
m
= 800 N/m m², R
p 0.2
= 640 N/mm², A5 > 8% duc t i l e
M24 t o M30: Rm = 700 N/mm ², R
p 0.2
= 400 N/mm², A5 > 8% ducti l e
Washer
ISO 7089
St eel galvani zed, hot di pped galvanized
St ainles s steel , 1.4401; 1. 4404; 1. 4578; 1. 4571; 1.4439; 1.4362
High corrosion resist ant steel, 1.4529; 1.4565
Nut
EN ISO 4032
St rength c lass 8,
steel galvanized ≥ 5 μm,
hot dipped galvanized ≥ 45 μm,
St rengt h c l ass 70, stainless steel grade A4,
1.4401; 1.4404; 1.4578; 1. 4571; 1. 4439; 1.4362
St rength c lass 70, high c orrosion res ist ant steel ,
1.4529; 1.4565
Anchor dimensions
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Anc hor rod
HAS, HAS
-E,
HAS
-R, HA S-E R
HAS
-HCR
M8x80
M10x90
M12x110
M16x125
M20x170
M24x210
M27x240
M30x270
M33x300
M36x330
M39x360
Anc hor embedment dept h
[mm]
80
90
110
125
170
210
240
270
300
330
360
Anc hor rod
HIT-V, HIT-V-R, HIT-V-HCR
Anc hor rod s HIT-V (-R / -HCR) are availabl e in variab le l ength
Setting
installation equipment
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
Rotary hammer
TE2 – TE16
TE40 – TE70
Other t ools
com press ed air gun or blow out pump, set of cl eaning brushes , di spens er
Additional
Hilti recomm ended tools
DD EC-1, DD 100 … DD xxx a)
a) For anchors in diamond dri lled holes l oad values for combined pul l-out and conc rete c one resi stanc e have t o be
reduced (see section “Setting instruction”)
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
561
Setting instruction
Bore hole drilling
a) Hilti hollow drill bit
(for dry and wet c oncrete only )
Drill hole to the required embedment depth wit h an appropriately sized
Hilti TE
-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This
drilling syste m rem o ves the du st and c leans the bore hole during drilling
when used in accordance with the user’
s m anual .
After drilling is complete, proceed to the “injection preparation” step in the
ins t ructions for use.
b) Hammer drilling
(dry or wet conc rete and ins tal lati on in flooded holes (no sea water))
Drill Hole to t he required embedment depth wi t h a hammer drill set in
rotation
-hammer m ode using an appropriately s iz ed c arbide drill bit.
c) Diam ond coring
(for dry and wet c oncrete only )
Diamond coring is permiss ible when diamond core drilling machine and
the corresponding core bi t are used.
Bore hole cleaning Just before set ti ng an anchor, the bore hole must be free of dust and debris.
a) Manual Cleaning (MC) non
-cracked concrete only
for bore hole diameters d0 ≤ 20mm and bore hole depth h0 ≤ 20d or h0 ≤ 250 mm (d = diam eter of element )
The Hilt i manual pump may be used for bl owing out bore holes up to
diamet ers d
0 ≤ 20 mm and embedment depths up to hef ≤ 10d.
Blow out at least 4 tim es from the back of t he bore hole unt
il return ai r
stream is free of not i c eabl e dust
Brus h 4 ti mes wit h the speci fied brush si ze (brush di ameter ≥ bore hole)
by i nserting the steel brush Hil ti HIT
-
RB t o t he back of the hole (if needed
with extens i on) in a twi s ting motion and removing it.
The brush must produce natural resis tance as it enters
the bore hole -
if
not t he brush is too small and mus t be replaced wi
th t he proper brus h
diameter.
Blow out again wit h manual pum p at least 4 times unti l return ai r st ream is
free of noti ceable dus t.
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
562
b) Compressed air cleaning (CAC)
for al l bore hole diameters d0 and all bore hole dept h h0
Blow 2 tim es from t he back of the hole (if needed with nozz le ext ensi on)
over t he hole lengt h with oil
-free compressed air (m i n. 6 bar at 6 m³/h)
unti l return air stream is free of not iceabl e dust .
Bore hole diameter ≥ 32 mm the compressor must supply a minimum air
flow of 140 m³/hour.
Brus h 2 ti m es wit h the speci fied brush si ze by i nserting the steel brush
Hilti HIT
-
RB t o t he back of the hole (if needed with extension) in a t wi sting
mot ion and removing it.
The brush must produce natural resis ta
nce as it enters the bore hole -
if
not t he brush is too small and mus t be replaced with the proper brush
diameter.
Blow again with compressed air 2 times until ret urn air stream i s free of
noticeable dust.
c) Cle a ni ng for under water
for all bore hole diameters d0 and all bore hole dept h h0
Flush 2 tim es the hole by i ns erting a water hose (wat er
-
line pressure) to
the back of the hole until wat er runs cl ear.
Brus h 2 ti m es wit h the speci fied brush si ze by i nserting the steel brush
Hilti HIT
-
RB t o t he back of the hole (if needed with extension) in a t wi sting
mot ion and removing it.
The brush must produce natural resis tance as it enters the bore hole - if
not t h
e brus h is too small and mus t be replaced with the proper brush
diameter.
Flus h again 2 times t he hole by ins erting a wat er hose (water
-line
pressure) to t he back of the hole unti l wat er runs c l ear.
d) Cleaning of hammer drilled h o les and diamond cor ed holes
for al l bore hole diameters d
0 and all bore hole dept h h0
Flush 2 tim es the hole by i ns erting a water hose (wat er
-
line pressure) to
the back of the hole until wat er runs cl ear.
Brus h 2 ti m es wit h the speci fied brush si ze by i nserting the steel brush
Hilti HIT
-
RB t o t he back of the hole (if needed with extension) in a t wi sting
mot ion and removing it.
The brush must produce natural resis tance as it enters the bore hole - if
not t h
e brus h is too small and mus t be replaced with the proper brush
diameter.
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
563
Flus h again 2 times t he hole by ins erting a wat er hose (water
-line
pressure) to t he back of the hole unti l wat er runs c l ear.
Blow 2 ti m es from t he back of the hole (i f needed wit h nozzle ex t ension)
over t he hole lengt h with oil
-free compressed air (m i n. 6 bar at 6 m³/h)
unti l return air stream is free of not iceabl e dust and water.
Bore hole diameter ≥ 32 mm the compressor must supply a minimum air
flow of 140
m³/hour.
Brus h 2 ti m es wit h the speci fied brush si ze by i nserting the steel brush
Hilti HIT
-
RB t o t he back of the hole (if needed with extension) in a t wi sting
mot ion and removing it.
The brush must produce natural resis tance as it enters the bore h
ole -
if
not t he brush is too small and mus t be replaced with the proper brush
diameter.
Blow again with compressed air 2 times until ret urn air stream i s free of
noticeable dust and water.
Injection preparation
Tightly att ach new Hilti mix ing nozz le HIT-RE-M to foil pack manifold
(snug fit ). Do not modify the mi xing nozz le. Observe the inst ruct ion for use
of the dispens er
and mortar.
Check foil pack holder for proper function. Do not use damaged foil packs
/ holders.
Ins ert foi l
pack into foil pac k holder and put holder into HIT-dispens er.
The foil pack opens automat ically as dis pensing i s init i ated. Discard i nitial
adhesive.
Depending on t he s ize of the foil pack an init ial amount of
adhesi ve has to be dis carded.
Discard
quanti ties are:
2 strokes for 330 ml foil pack,
3 strokes for 500 ml foil pack,
65 ml for 1400 m l foil pac k .
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
564
Inject adhesive from the back of t he borehole without forming air voids
Inject t he adhes i ve st art i ng at the bac k of t he hol e, slowly wi t hdrawi ng t he
mixer with each trigger pull .
Fill holes approximat el y 2/ 3 full. It i s required t hat the annular gap between
the anchor and the concret e is c omplet ely fil led with adhesive along the
embedment length.
After i nject ion is c omplet ed, depres suriz e the dispens er by pres sing t he
release trigger. This will prevent further adhesive discharge from the
mixer.
Overhead ins tall ation and/ or i nst allat ion wit h embedment dept h h
ef
>
250mm.
For overhead ins tall ation t he inj ect ion is only poss ible wi th the aid of
extensions and pi s ton plugs. A ssem bl e HIT
-RE-
M mixer, extension(s) and
appropriatel y si zed piston plug HIT
-
SZ. Ins ert pis ton pl ug to bac k of the
hole and inj ect adhesi ve. D uring i nject ion the piston pl ug will be naturally
extruded out of the bore hole by the adhes i ve press ure.
Under w ater a ppl i ca tion: fill borehole completely with mortar.
Setting the element
Before use, verify that the el ement i s dry and free of oil and other
contaminants.
Mark and set element to the required embedm ent depth untill working t ime
t
work has elaps ed.
For overhead ins tall ation us e piston plugs and fix embedded parts wit h
e.g. wedges HIT
-OHW.
Loading the anchor:
After requi red curi ng tim e t
cure the anchor can be l oaded.
The appli ed inst allat ion torque s hall not ex ceed T
max.
For detai led informat ion on inst allat ion see inst ruct ion for use given wit h t he pack age of the product .
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
565
Curing time for general conditions
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26
Temperature
of the base ma te ri al
Working tim e in whi ch anchor
can be inserted and adjusted t
gel
Curing tim e before anchor
can be fully loaded t
cure
40 °C
12 min
4 h
30 °C t o 39 °C
12 min
8 h
20 °C t o 29 °C
20 min
12 h
15 °C t o 19 °C
30 min
24 h
10 °C t o 14 °C
90 min
48 h
5 °C to 9 °C
120 min
72 h
For dry concrete curing tim es m ay be re duce d according to the foll owing ta ble.
For ins tallation temperatu res below +5 ° C all load v alues have to be reduc ed acc o r din g to t he load
reduction factors given below.
Curing time for dry concrete
Additional Hil ti te chnica l data
Temperature
of the
base ma te ri al
Working time in which
anchor can be inse rted
and adjusted t
gel
Reduced curing time
before a nchor ca n be
fully loaded t
cure,dry
Load re duction fa ctor
40 °C
12 min
4 h
1
30 °C
12 min
8 h 1 20 °C
20 min
12 h
1
15 °C
30 min
18 h
1
10 °C
90 min
24 h
1
5 °C
120 min
36 h 1 0 °C
3 h
50 h
0,7
-5 °C
4 h
72 h
0,6
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
566
Setting details
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Nominal diameter of
drill bit
d
0
[mm]
10
12
14
18
24
28
30
35
37
40
42
Effective anchorage
and drill hole depth
range
a)
h
ef,min
[mm]
40
40
48
64
80
96
108
120
132
144
156
h
ef,max
[mm]
160
200
240
320
400
480
540
600
660
720
780
Mini mum bas e
material thickness
h
min
[mm]
hef + 30 mm
≥ 100 mm
hef + 2 d
0
Diameter of c learance
hole in the fixture
d
f
[mm]
9
12
14
18
22
26
30
33
36
39
42
Mini mum s pacing
s
min
[mm]
40
50
60
80
100
120
135
150
165
180
195
Mini mum edge
distance
c
min
[mm]
40
50
60
80
100
120
135
150
165
180
195
Criti cal spacing for
splitting failure
s
cr,sp
2 c
cr,sp
Criti cal edge di s tance
for splitting failure
b)
c
cr,sp
[mm]
1,0
hef
for h / hef ≥ 2,0
4,6 h
ef
- 1,8 h for 2,0 > h / hef >
1,3
2,26 h
ef
for h / hef ≤ 1,3
Criti cal spacing for
conc rete c one failure
s
cr,N
2 c
cr,N
Criti cal edge di s tance
for conc rete cone
failure
c)
c
cr,N
1,5 hef
Torque moment d)
T
max
[Nm]
10
20
40
80
150
200
270
300
330
360
390
For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be
reduced.
a) h
ef,min
≤ hef ≤ h
ef,max
(hef: em bedm ent depth)
b) h: base materi al thicknes s (h ≥ h
min
)
c) The crit ic al edge di st ance for c oncret e cone failure depends on the embedm ent dept h h
ef
and the des ign bond
resi s tance. The simpli fied formula given in t hi s table i s on the s ave si de.
d) This is t he m axi mum recom mended torque m oment t o avoid s plitt ing failure during i nst allat ion for anc hors with
mini mum s pacing and/or edge dis tanc e.
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
567
Simplified design method
Simplified version of the design method ac cording ETAG 001, TR 029. Design resistance according data given in
ETA-04/0027, issue 2009-05-20.
Influence of c oncret e st rength
Influence of edge dis tanc e
Influence of spacing
Valid for a group of two anc hors. (The method may also be applied for anchor groups with more than two
anchors or more than one edge distance. The influencing factors must then be considered for each edge
distance and s pacing. The calculated design loads are then on t he save side: They will be lower than the
exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design
software PROFIS anchor)
The design method is based on t he followi ng simpl ificati on:
No different l oads are acting on individual anc hors (no ecc entri cit y)
The values are valid for one anchor.
For more c omplex fast ening applic ations pleas e use the anchor des ign s oftware P ROFIS Anc hor.
Tension loading
The design tensile resistance is the lower value of
- Steel resi stanc e: N
Rd,s
- Combined pull-out and conc rete c one resi st ance:
N
Rd,p
= N
0
Rd,p
f
B,p
f
1,N
f
2,N
f
3,N
f
h,p
f
re,N
-
Concrete cone res istanc e: N
Rd,c
= N
0
Rd,c
fB f
1,N
f
2,N
f
3,N
f
h,N
f
re,N
-
Concret e spli tting resistance (onl y non -c racked conc ret e):
N
Rd,sp
= N
0
Rd,c
fB f
1,sp
f
2,sp
f
3,sp
f
h,N
f
re,N
Basic design tensi l e resist ance
Design steel resist ance N
Rd,s
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
N
Rd,s
HAS 5.8
[kN]
11,3
17,3
25,3
48,0
74,7
106,7 - - - -
-
HIT-V 5.8
[kN]
12,0
19,3
28,0
52,7
82,0
118,0
153,3
187,3
231,3
272,3
325,3
HAS 8.8
[kN] - - - - - -
231,3
281,3
345,1
404,8
486,9
HIT-V 8.8
[kN]
19,3
30,7
44,7
84,0
130,7
188,0
244,7
299,3
370,1
435,7
520,5
HAS (-E)-R
[kN]
12,3
19,8
28,3
54,0
84,0
119,8
75,9
92,0
113,2
132,8
159,8
HIT-V-R
[kN]
13,9
21,9
31,6
58,8
92,0
132,1
80,4
98,3
122,6
144,3
172,4
HAS (-E)-HCR
[kN]
18,0
28,0
40,7
76,7
120,0
106,7
144,8
175,7
134,8
158,1
190,2
HIT-V-HCR
[kN]
19,3
30,7
44,7
84,0
130,7
117,6
152,9
187,1
144,6
170,2
203,3
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
568
Design com bined pull - out and concret e cone r es i stance for anchor s a)
N
Rd,p
= N
0
Rd,p
f
B,p
f
1,N
f
2,N
f
3,N
f
h,p
f
re,N
Data a cco rd ing ETA-04/0027, issue 2013-06-26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Typical embe dm ent depth
h
ef,typ
[mm]
80
90
110
125
170
210
240
270
300
330
360
Hammer
drilling
+
Hilti hollow
drill bit
N
0
Rd,p
[kN]
Temp
range I
15.3
21.5
31.6
44.9
76.3
105.6
135.7
157.5
171,0
203,3
232,9
N
0
Rd,p
[kN]
Temp
range II
12.4
17.5
25.7
35.9
61.0
82.9
106.6
133.3
136,8
162,6
186,3
N
0
Rd,p
[kN]
Temp
range III
7.7
10.8
15.8
22.4
35.6
52.8
63.0
78.8
82,1
97,6
111,8
Diamond
coring
N
0
Rd,p
[kN]
Temp
range I
14.5
20.4
29.9
35.9
56.0
75.4
87.2
103.0
- - -
N
0
Rd,p
[kN]
Temp
range II
12.3
17.3
25.3
28.4
45.8
60.3
67.9
78.8 - -
-
N
0
Rd,p
[kN]
Temp
range III
7.3
10.2
15.0
16.5
25.4
33.9
43.6
48.5 - -
-
a) Addition al Hi lti techni cal da ta (not part of ETA-04/0027, issue 2013-06-26):
The design values for combined pull-out and concrete cone res istanc e may be increased by 20 % for anchor
ins tall ation in dry concret e (conc rete not in c ontac t with wat er before/during ins tall ati on and c uring).
Design concrete cone resi st ance a) N
Rd,c
= N
0
Rd,c
fB f
1,N
f
2,N
f
3,N
f
h,N
f
re,N
Design split t ing resistance N
Rd,s p
a) = N
0
Rd,c
fB f
1,sp
f
2,sp
f
3,sp
f
h,N
f
re,N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
N
0
Rd,c
[kN]
17,2
20,5
27,7
33,6
53,3
73,2
89,4
106,7
125,0
144,2
164,3
a) Addition al Hi lti te ch n i cal da ta (not part of ETA-04/0027, i ssue -2013-06-26) :
The des ign val ues for c oncret e c one and s plitt ing res ist ance m ay be inc reased by 20 % for anchor ins tallat ion
in dry c oncrete (concrete not in contact with w ater before/duri ng install ation and curing).
Influencing factors
Inf luence of concret e st r ength on combined pul l-out and concrete cone r e si s t ance
Concrete strength designation
(ENV 206)
C 20/25
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
f
B,p
=
(f
ck,cube
/25N/mm²)
0,1 a)
1
1,02
1,04
1,06
1,07
1,08
1,09
a) f
ck,cube
= concret e compressive strength, m easured on cubes with 150 mm side lengt h
Inf luence of embedm ent depth on com bi ned pull-out and concret e c one r esistanc e
f
h,p
= hef/h
ef,typ
Inf luence of concret e st r ength on concrete cone r es i stance
Concrete strength designation
(ENV 206)
C 20/25
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
fB =
(f
ck,cube
/25N/mm²)
1/2 a)
1
1,1
1,22
1,34
1,41
1,48
1,55
a) f
ck,cube
= concret e compressive strength, m easured on cubes with 150 mm side lengt h
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
569
Infl uence of edge distance
a)
c/c
cr,N
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1
c/c
cr,sp
f
1,N
=
0,7 + 0,3c/c
cr,N
0,73
0,76
0,79
0,82
0,85
0,88
0,91
0,94
0,97
1
f
1,sp
=
0,7 + 0,3c/c
cr,sp
f
2,N
=
0,5(1 + c /c
cr,N
)
0,55
0,60
0,65
0,70
0,75
0,80
0,85
0,90
0,95
1
f
2,sp
=
0,5(1 + c /c
cr,sp
)
a) The the edge distance s hall not be smaller than the minimum edge dis tance c
min
given in the table with the
setting details. These influencing factors must be considered for every edge distanc e smaller than the critical
edge dis tanc e.
Infl uence of anchor spacing
a)
s/s
cr,N
0,1
0,2
0,3
0,4
0,5
0,6
0,7
0,8
0,9
1
s/s
cr,sp
f
3,N
=
0,5(1 + s /s
cr,N
)
0,55
0,60
0,65
0,70
0,75
0,80
0,85
0,90
0,95
1
f
3,sp
=
0,5(1 + s /s
cr,sp
)
a) The anchor spacing shall not be smaller than the minimum anchor spacing s
min
given in the table with the
set ting detail s. This influenc ing fact or must be c onsidered for every anchor s pacing.
Inf luence of embedm ent depth on concr et e cone r e si s t ance
f
h,N
= (hef/h
ef,typ
)
1,5
Influence of reinforcement
hef [mm]
40
50
60
70
80
90
≥ 100
f
re,N
=
0,5 + hef/200mm ≤ 1
0,7 a)
0,75 a)
0,8 a)
0,85 a)
0,9 a)
0,95 a)
1
a) This factor applies only for dense reinforcement. If in the area of anchorage there is reinforcement with a
spacing ≥ 150 mm (any diameter) or with a diameter ≤ 10 mm and a spacing ≥ 100 mm, then a factor f
re
= 1
may be appl i ed.
Shear loadi ng
The
design shear resi st ance is the lower value of
-
St eel resistance: V
Rd,s
-
Concrete pryout resis tance: V
Rd,cp
= k lower val ue of N
Rd,p
and N
Rd,c
-
Concrete edge resis tance: V
Rd,c
= V
0
Rd,c
fB fß f h f4 f
hef
fc
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
570
Basic design shear resi st ance
Design steel resist ance V
Rd,s
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
V
Rd,s
HAS 5.8
[kN]
6,8
10,4
15,2
28,8
44,8
64,0 - - - -
-
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HAS 8.8
[kN] - - - - - -
139,2
168,8
207,0
242,9
292,2
HIT-V 8.8
[kN]
12,0
18,4
27,2
50,4
78,4
112,8
147,2
179,2
222,1
261,4
312,3
HAS (-E)-R
[kN]
7,7
12,2
17,3
32,7
50,6
71,8
45,8
55,5
67,9
79,7
95,9
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HAS (-E)-HCR
[kN]
10,4
16,8
24,8
46,4
72,0
64,0
86,9
105,7
80,9
94,9
114,1
HIT-V-HCR
[kN]
12,0
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
Design concrete pryout r esi st ance V
Rd,cp
= l ower valuea) of k N
Rd,p
and k N
Rd,c
k = 1 for hef < 60 m m
k = 2 for hef ≥ 60 mm
a) N
Rd,p
: Design c ombi ned pull-out and c oncret e c one resis tanc e
N
Rd,c
: Design conc rete c one resis tanc e
Design concrete edge resi st ance V
Rd,c
= V
0
Rd,c
fB fß f h f4 f
hef
fc
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Non-cracked conc rete
V
0
Rd,c
[kN]
5,9
8,6
11,6
18,7
27,0
36,6
44,5
53,0
62,1
71,7
81,9
Influencing factors
Inf luence of concret e st r ength
Concrete strength designation
(ENV 206)
C 20/25
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
fB =
(f
ck,cube
/25N/mm²)
1/2 a)
1
1,1
1,22
1,34
1,41
1,48
1,55
a) f
ck,cube
= concret e compressive strength, m easured on cubes with 150 mm side lengt h
Influence of angle between load applied and the direction perpendicular to the free edge
Angle ß
0°
10°
20°
30°
40°
50°
60°
70°
80°
≥ 90°
2
2
5,2
sin
cos
1
¸
¹
·
¨
©
§
V
V
f
D
D
E
1
1,01
1,05
1,13
1,24
1,40
1,64
1,97
2,32
2,50
Infl uence of base material thi ckness
h/c
0,15
0,3
0,45
0,6
0,75
0,9
1,05
1,2
1,35
≥ 1,5
f
h
=
{h/(1,5 c)}
1/2
≤ 1
0,32
0,45
0,55
0,63
0,71
0,77
0,84
0,89
0,95
1,00
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
571
Infl uence of anchor spacing and edge distance a) for concrete e dge r es i st a nce: f4
f
4
= (c/hef)
1,5
(1 + s / [3 c]) 0,5
c/hef
Singl e
anchor
Group of two anchors s/hef
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
0,50
0,35
0,27
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,35
0,75
0,65
0,43
0,54
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
0,65
1,00
1,00
0,63
0,75
0,88
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,00
1,25
1,40
0,84
0,98
1,12
1,26
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,40
1,50
1,84
1,07
1,22
1,38
1,53
1,68
1,84
1,84
1,84
1,84
1,84
1,84
1,84
1,84
1,84
1,84
1,75
2,32
1,32
1,49
1,65
1,82
1,98
2,15
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,32
2,00
2,83
1,59
1,77
1,94
2,12
2,30
2,47
2,65
2,83
2,83
2,83
2,83
2,83
2,83
2,83
2,83
2,25
3,38
1,88
2,06
2,25
2,44
2,63
2,81
3,00
3,19
3,38
3,38
3,38
3,38
3,38
3,38
3,38
2,50
3,95
2,17
2,37
2,57
2,77
2,96
3,16
3,36
3,56
3,76
3,95
3,95
3,95
3,95
3,95
3,95
2,75
4,56
2,49
2,69
2,90
3,11
3,32
3,52
3,73
3,94
4,15
4,35
4,56
4,56
4,56
4,56
4,56
3,00
5,20
2,81
3,03
3,25
3,46
3,68
3,90
4,11
4,33
4,55
4,76
4,98
5,20
5,20
5,20
5,20
3,25
5,86
3,15
3,38
3,61
3,83
4,06
4,28
4,51
4,73
4,96
5,18
5,41
5,63
5,86
5,86
5,86
3,50
6,55
3,51
3,74
3,98
4,21
4,44
4,68
4,91
5,14
5,38
5,61
5,85
6,08
6,31
6,55
6,55
3,75
7,26
3,87
4,12
4,36
4,60
4,84
5,08
5,33
5,57
5,81
6,05
6,29
6,54
6,78
7,02
7,26
4,00
8,00
4,25
4,50
4,75
5,00
5,25
5,50
5,75
6,00
6,25
6,50
6,75
7,00
7,25
7,50
7,75
4,25
8,76
4,64
4,90
5,15
5,41
5,67
5,93
6,18
6,44
6,70
6,96
7,22
7,47
7,73
7,99
8,25
4,50
9,55
5,04
5,30
5,57
5,83
6,10
6,36
6,63
6,89
7,16
7,42
7,69
7,95
8,22
8,49
8,75
4,75
10,35
5,45
5,72
5,99
6,27
6,54
6,81
7,08
7,36
7,63
7,90
8,17
8,45
8,72
8,99
9,26
5,00
11,18
5,87
6,15
6,43
6,71
6,99
7,27
7,55
7,83
8,11
8,39
8,66
8,94
9,22
9,50
9,78
5,25
12,03
6,30
6,59
6,87
7,16
7,45
7,73
8,02
8,31
8,59
8,88
9,17
9,45
9,74
10,02
10,31
5,50
12,90
6,74
7,04
7,33
7,62
7,92
8,21
8,50
8,79
9,09
9,38
9,67
9,97
10,26
10,55
10,85
a) The anchor spacing and the edge distanc e shall not be smaller than the minimum anchor spacing s
min
and the
mini mum edge dis tanc e c
min
.
Influence of embedment depth
hef/d 4 4,5 5 6 7 8 9 10
11
f
hef
=
0,05 (hef / d )
1,68
0,51
0,63
0,75
1,01
1,31
1,64
2,00
2,39
2,81
hef/d
12
13
14
15
16
17
18
19
20
f
hef
=
0,05 (hef / d )
1,68
3,25
3,72
4,21
4,73
5,27
5,84
6,42
7,04
7,67
Infl uence of edge distance
a)
c/d
4 6 8
10
15
20
30
40
fc =
(d / c )
0,19
0,77
0,71
0,67
0,65
0,60
0,57
0,52
0,50
a) The edge distance s hal l not be small er than t he mi ni m um edge distance c
min
.
Combined tension and shear loading for hammer drilling or hollow drill bit
For combined tension and shear loading see section “Anchor Design”.
Precalculated values
Recom m ended l oads c an be cal culat ed by di viding t he des i gn res istance by an overall part i al s afety fact or for
action J = 1,4. The parti al safet y factors for act i on depend on the ty pe of loading and shall be t aken from nati onal
regulations.
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
572
Design resistance : concre te C 20/25 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,1
=
[mm]
48
60
72
96
120
144
162
180
198
216
234
Base material thickness h
min
=
[mm]
100
100
102
132
168
200
222
250
272
296
324
Tensile NRd: single anchor, no e dge effe cts
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
8,0
11,2
14,7
22,6
31,6
41,6
49,6
58,1
67,0
76,3
86,1
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HIT-V 8.8
[kN]
11,2
18,4
27,2
50,4
78,4
112,8
138,8
162,6
187,6
213,8
241,0
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
11,2
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,1
=
[mm]
48
60
72
96
120
144
162
180
198
216
234
Base material thickness h
min
=
[mm]
100
100
102
132
168
200
222
250
272
296
324
Edge distance c = c
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
5,4
7,3
8,5
12,9
18,2
23,8
28,2
33,2
38,1
43,4
49,2
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
3,4
4,9
6,7
10,8
15,7
21,4
26,0
31,1
36,5
42,2
48,3
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
(load values are valid for single anchor)
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,1
=
[mm]
48
60
72
96
120
144
162
180
198
216
234
Base material thickness h
min
=
[mm]
100
100
102
132
168
200
222
250
272
296
324
Spacing s = s
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
5,1
7,0
8,8
13,5
19,0
24,9
29,6
34,8
40,1
45,6
51,5
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
88,7
103,9
119,9
136,6
154,0
HIT-V 8.8
[kN]
7,2
18,4
26,3
40,5
56,5
74,3
88,7
103,9
119,9
136,6
154,0
HIT-V-R
[kN]
7,2
12,8
19,2
35,3
55,1
74,3
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
7,2
18,4
26,3
40,5
56,5
70,9
88,7
103,9
86,8
102,1
122,0
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
573
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
170
210
240
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
140
161
218
266
300
340
374
410
450
Tensile NRd: single anchor, no e dge effe cts
HIT-V 5.8
[kN]
12,0
19,3
27,7
33,6
53,3
73,2
89,4
106,7
125,0
144,2
164,3
HIT-V 8.8
[kN]
15,3
20,5
27,7
33,6
53,3
73,2
89,4
106,7
125,0
144,2
164,3
HIT-V-R
[kN]
13,9
20,5
27,7
33,6
53,3
73,2
80,4
98,3
122,6
144,2
164,3
HIT-V-HCR
[kN]
15,3
20,5
27,7
33,6
53,3
73,2
89,4
106,7
125,0
144,2
164,3
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HIT-V 8.8
[kN]
12,0
18,4
27,2
50,4
78,4
112,8
147,2
179,2
222,1
261,4
312,3
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
12,0
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
170
210
240
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
140
161
218
266
300
340
374
410
450
Edge distance c = c
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
8,2
10,0
13,3
16,9
26,1
35,6
43,3
51,4
60,0
69,1
78,6
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
3,7
5,3
7,3
11,5
17,2
23,6
29,0
34,8
41,1
47,8
54,9
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
(load values are valid for single anchor)
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
170
210
240
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
140
161
218
266
300
340
374
410
450
Spacing s = s
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
9,3
11,6
15,5
19,2
30,1
41,2
50,3
59,9
70,1
80,8
92,0
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HIT-V 8.8
[kN]
12,0
18,4
27,2
50,4
78,4
112,8
147,2
177,0
207,0
238,5
271,5
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
12,0
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
Hi lti HIT-RE 500 mortar
wi th HIT-V / HAS rod
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
574
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,2
=
[mm]
96
120
144
192
240
288
324
360
396
432
468
Base material thickness h
min
=
[mm]
126
150
174
228
288
344
384
430
470
512
558
Tensile NRd: single anchor, no e dge effe cts
HIT-V 5.8
[kN]
12,0
19,3
28,0
52,7
82,0
117,5
140,2
164,3
189,5
215,9
243,5
HIT-V 8.8
[kN]
18,4
28,7
41,4
64,0
89,4
117,5
140,2
164,3
189,5
215,9
243,5
HIT-V-R
[kN]
13,9
21,9
31,6
58,8
89,4
117,5
80,4
98,3
122,6
144,3
172,4
HIT-V-HCR
[kN]
18,4
28,7
41,4
64,0
89,4
117,5
140,2
164,3
144,6
170,2
203,3
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HIT-V 8.8
[kN]
12,0
18,4
27,2
50,4
78,4
112,8
147,2
179,2
222,1
261,4
312,3
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
12,0
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hil ti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,2
=
[mm]
96
120
144
192
240
288
324
360
396
432
468
Base material thickness h
min
=
[mm]
126
150
174
228
288
344
384
430
470
512
558
Edge distance c = c
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
9,9
14,1
18,6
28,6
40,0
52,6
62,7
73,5
84,8
96,6
108,9
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
3,9
5,7
7,8
12,9
18,9
25,9
31,8
38,1
45,0
52,3
60,0
De si g n r e si st a n c e : co n c r e t e C 20 / 2 5 – f
ck,cube
= 25 N/mm², Temperature range I
(load values are valid for single anchor)
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-
26
Additional Hilti
technical data
Anchor siz e
M8
M10
M12
M16
M20
M24
M27
M30
M33
M36
M39
Embedment depth h
ef,2
=
[mm]
96
120
144
192
240
288
324
360
396
432
468
Base material thickness h
min
=
[mm]
126
150
174
228
288
344
384
430
470
512
558
Spacing s = s
min
=
[mm]
40
50
60
80
100
120
135
150
165
180
195
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
HIT-V 5.8
HIT
-V 8.8
HIT
-V-R
HIT-V-HCR
[kN]
11,5
17,3
22,7
34,9
48,8
64,2
76,6
89,7
103,5
117,9
133,0
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
HIT-V 5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,0
138,8
163,4
195,2
HIT-V 8.8
[kN]
12,0
18,4
27,2
50,4
78,4
112,8
147,2
179,2
222,1
261,4
312,3
HIT-V-R
[kN]
8,3
12,8
19,2
35,3
55,1
79,5
48,3
58,8
72,9
85,8
102,5
HIT-V-HCR
[kN]
12,0
18,4
27,2
50,4
78,4
70,9
92,0
112,0
86,8
102,1
122,0
Hi lti HIT-RE 50 0
mortar
wi th HIT- V / HA S
rod
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
575
Hilti HI T-RE 500 mortar
with HIS-(R)N sleeve
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
576
Hilti HIT-RE 500 mortar with HIS-(R)N sleeve
Injection mortar system
Benefits
Hilti
HIT
-RE 500
330 ml foil pack
(als o avai lable
as 500 ml
and 1400 ml
foil pack)
-
SAFEset technology
: drilling and
borehole c leaning i n one st ep
with Hilti hollow drill bit
-
sui table for non-
cracked concrete
C 20/25 to C 50/60
-
high loadi ng c apaci ty
-
sui table for dry and water
saturated concrete
-
under water application for
hammer drilled holes
-
long worki ng t ime at el evated
temperatures
-
odourless epoxy
Statik mixe r
HIS-(R)N sleeve
Concrete
Small edge
distance
and spacing
Fire
resist ance
Corrosion
resist ance
Diamond
drilled
holes
Hilti SAF Eset
technology
with
hollo w d r ill bit
European
Technical
Approval
CE
conformity
PROFIS
Anchor design
software
Approvals / certificates
Des cription
Authority / Laboratory
No. / date of issue
European technical approval a)
DIBt, Berlin
ETA-04/0027 / 2013-06-26
Fire t est report
IBMB , Bruns wick
UB 3565 / 4595 / 2006-10-29
UB 3588 / 4825 / 2005-11-15
Assessment report (fire)
warringtonfire
WF 327804/B / 2013-07-10
a) All data given in this section according ETA-04/ 0027, is sue 2013-06-26.
Basic loading data ( for a single anchor)
All data in this section applies to For detai ls see Sim plified design m ethod
- Correct set ting (See set ti ng ins truc tion)
- No edge dist ance and spac ing influenc e
- Steel failure
- Sc rew st rength cl ass 8. 8
- Bas e mat erial t hick ness , as spec ified in t he tabl e
- One typical embedment depth, as speci fied in the t abl e
- One anchor m aterial, as spec ified in t he tabl es
- Concrete C 20/25, f
ck,cube
= 25 N/mm²
- Temperate range I
(min. base m aterial temperat ure -40°C, max . long term/ short t erm base mat erial t emperature: + 24°C/40°C)
- Instal lati on temperat ure range +5°C t o +40°C
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