Page 1
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.
Page 2
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.
Page 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
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.
Page 4
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
Page 5
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”)
Page 6
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.
Page 7
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.
Page 8
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 .
Page 9
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 .
Page 10
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
Page 11
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.
Page 12
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
Page 13
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
Page 14
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
Page 15
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
Page 16
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.
Page 17
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
Page 18
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
Page 19
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
Page 20
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
Page 21
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
Page 22
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
577
Embedment depth and base mater i 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
Embedment depth [mm]
90
110
125
170
205
Base material thickness [mm]
120
150
170
230
270
For hammer drilled holes and hollow drill bit:
Mean ult i m at e resi st ance a): concrete C 20/25 – f
ck,cube
= 25 N/mm², an ch o r HIS -N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
for hammer drilling and hollow drill bit
Anchor siz e
M8
M10
M12
M16
M20
Tensile N
Ru,m
HIS-N
[kN]
26,3
48,3
70,4
123,9
114,5
Shear V
Ru,m
HIS-N
[kN]
13,7
24,2
41,0
62,0
57,8
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm², an ch o r HIS -N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
for hammer drilling and hollow drill bit
Anchor siz e
M8
M10
M12
M16
M20
Tensile NRk HIS-N
[kN]
25,0
46,0
67,0
111,9
109,0
Shear VRk HIS-N
[kN]
13,0
23,0
39,0
59,0
55,0
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIS-N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
for hammer drilling and hollow drill bit
Anchor siz e
M8
M10
M12
M16
M20
Tensile NRd HIS-N
[kN]
16,8
27,7
33,6
53,3
70,6
Shear VRd HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIS-N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
for hammer drilling and hollow drill bit
Anchor siz e
M8
M10
M12
M16
M20
Tensile N
rec
HIS-N
[kN]
12,0
19,8
24,0
38,1
50,4
Shear V
rec
HIS-N
[kN]
7,4
13,1
18,6
28,1
26,2
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.
Page 23
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
578
For di am ond dr illing:
Mean ult i m at e resi st ance a): concrete C 20/25 – f
ck,cube
= 25 N/mm², an ch o r HIS -N
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26 fo r d iamond d r illing
Anchor siz e
M8
M10
M12
M16
M20
Tensile N
Ru,m
HIS-N
[kN]
26,3
48,3
70,4
123.9
114.5
Shear V
Ru,m
HIS-N
[kN]
13,7
24,2
41,0
62,0
57,8
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm², an ch o r HIS -N
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26 fo r d iamond drilling
Anchor siz e
M8
M10
M12
M16
M20
Tensile NRk HIS-N
[kN]
25,0
46,0
67,0
111,9
109,0
Shear VRk HIS-N
[kN]
13,0
23,0
39,0
59,0
55,0
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIS-N
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26 fo r d iamond drilling
Anchor siz e
M8
M10
M12
M16
M20
Tensile NRd HIS-N
[kN]
16,7
27,7
33,6
53,3
66,7
Shear VRd HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor HIS-N
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26 fo r d iamond drilling
Anchor siz e
M8
M10
M12
M16
M20
Tensile N
rec
HIS-N
[kN]
11,9
19,8
24,0
38,1
47,6
Shear V
rec
HIS-N
[kN]
7,4
13,1
18,6
28,1
26,2
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.
Page 24
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
579
Service temperature range
Hilt i HIT-RE 500 inj ecti on mort ar may be appl i ed in the t em perature ranges gi ven below. An elevated base material
tem perat ure m ay lead to a reduction of t he design bond resistance.
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 HIS-(R)N
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
Anchor siz e
M8
M10
M12
M16
M20
Nominal
tensile
st rength f
uk
HIS-N
[N/mm²]
490
490
460
460
460
Screw 8.8
[N/mm²]
800
800
800
800
800
HIS-RN
[N/mm²]
700
700
700
700
700
Screw A4-70
[N/mm²]
700
700
700
700
700
Yield
st rength f
yk
HIS-N
[N/mm²]
410
410
375
375
375
Screw 8.8
[N/mm²]
640
640
640
640
640
HIS-RN
[N/mm²]
350
350
350
350
350
Screw A4-70
[N/mm²]
450
450
450
450
450
Stressed
cross
-
section As
HIS-(R)N
[mm²]
51,5
108,0
169,1
256,1
237,6
Screw
[mm²]
36,6 58 84,3 157 245
Moment of
resi stanc e W
HIS-(R)N
[mm³]
145
430
840
1595
1543
Screw
[mm³]
31,2
62,3
109
277
541
Mater ial qua lity
Part
Material
int ernally t hreaded sleeves
a)
HIS-N
C-st eel 1.0718,
steel galvanized t 5Pm
int ernally t hreaded sleeves b)
HIS-RN
stainles s st eel 1.4401 and 1. 4571
a) related fast eni ng screw: s trength cl as s 8.8, A5 > 8% Duc tile
steel galvanized t 5Pm
b) related fast eni ng screw: s trength cl as s 70, A5 > 8% Duct i l e
st ainles s st eel 1. 4401; 1.4404; 1.4578; 1.4571; 1.4439; 1. 4362
Anchor dimensions
Anchor siz e
M8
M10
M12
M16
M20
Internal sleeve
HIS
-(R)N
M8x90
M10x110
M12x125
M16x170
M20x205
Anc hor embedment dept h
[mm]
90
110
125
170
205
Page 25
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
580
Setting
installation equipment
Anchor siz e
M8
M10
M12
M16
M20
Rotary hammer
TE 2 – TE 16
TE 40 – TE 70
Other t ools
com press ed air gun or blow out pump, s et of c leaning brus hes, dis penser
Additional
Hilti recomm ended tools
DD EC-1, DD 100 … DD xxx a)
a) For anchors in diamond dri lled holes load values for combined pul l-out and conc rete c one resi stanc e have to be
reduced (see section “Setting instruction”)
Setting instruction
Bore hole drilling
a) Hilti hollow drill bit
(for dry and wet c oncrete only )
Drill hole to the required embedment dept h with an appropriately s ized
Hilti TE
-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This
drilling syste m remove s the du st and cl eans the bore hole during drilling
when used in accordance with the user’s manu
al.
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 = diamet er 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 until ret urn air
stream is free of not i c eabl e dust
Brus h 4 ti mes wit h the speci fied brush si ze (brush diamet er ≥ 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 w
it h 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.
Page 26
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
581
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 tance 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 al l 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 o f hammer drilled h o les and diamond cored 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.
Page 27
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
582
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/hou
r.
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 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 mort ar.
Check foil pack holder for proper function. Do not use damaged foil packs
/ holders.
Insert foil pack into foil
pack holder and put holder int o HIT-dis penser.
The foil pack opens automat ically as dis pensing i s init i ated. Discard init i al
adhesi ve. Dependi ng on the siz e of t he foil pac k an initi al amount of
adhesi ve has to be dis carded.
Disc ard quanti ties ar
e:
2 strokes for 330 ml foil pack,
3 strokes for 500 ml foil pack,
65 ml for 1400 m l foil pac k.
Page 28
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
583
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 . Duri ng i nject ion the pis ton plug 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 s ee ins truct ion for use given wit h the pack age of the produc t.
Page 29
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
584
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 a djusted 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 temperat ur es below +5 °C all load values have t o be reduc ed acc o rd ing to t he load
reduction factors given below.
Curing time for dry concrete
Additional Hil ti techni ca l da ta
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
Page 30
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
585
Setting details
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
Anchor siz e
M8
M10
M12
M16
M20
Nominal diameter of
drill bit
d
0
[mm]
14 18 22 28 32
Diameter of element
d [mm]
12,5
16,5
20,5
25,4
27,6
Effective anchorage
and drill hole depth
hef
[mm]
90 110 125 170 205
Mini mum bas e
material thickness
h
min
[mm]
120 150 170 230
270
Diameter of c learance
hole in the fixture
d
f
[mm]
9 12 14 18 22
Thread engagement
lengt h; min - max
hs
[mm]
8-20
10-25
12-30
16-40
20-50
Minimum spacing
s
min
[mm]
40
45
55
65
90
Mini mum edge
distance
c
min
[mm]
40 45 55 65 90
Criti cal spacing for
splitting failure
s
cr,sp
2 c
cr,sp
Criti cal edge di s tance
for splitting failure
a)
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 c one
failure
c)
c
cr,N
1,5 hef
Torque moment c)
T
max
[Nm]
10
20
40
80
150
For spacing (edge distance) smaller than critical spacing (critical edge distance) the design loads have to be
reduced.
a) h: base materi al thicknes s (h ≥ h
min
)
b) The c ritic al edge dist 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.
c) This i s the max imum rec ommended t orque moment to avoid split ti ng failure during ins tall ation for anchors with
mini mum s pacing and/or edge dis tanc e.
Page 31
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
586
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 2013-06-26.
Influence of concret 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 conside red for each edge
distance and s pacing. The calculated design loads are then on t he save side: They will be lower than t he
exact values according ETAG 001, TR 029. To avoid this, it is recommended to use the anchor design
software PROFIS anchor)
The design met hod is based on t he foll owing si m pli fication:
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 tensil e resist ance 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
Anchor siz e
M8
M10
M12
M16
M20
N
Rd,s
HIS-N
[kN]
16,8
30,7
44,7
80,3
74,1
HIS-RN
[kN]
13,9
21,9
31,6
58,8
69,2
Page 32
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
587
Design com bined pull - out and concret e cone r es i stance 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 i n g ETA-04/ 0027 , issue 2013-06-26
Anchor siz e
M8
M10
M12
M16
M20
Embedment depth hef [mm]
90
110
125
170
205
Hammer
drilling
+
Hilti hollow
drill bit
N
0
Rd,p
Tem p
range I
[kN]
19,0
28,6
45,2 81,0
95,2
N
0
Rd,p
Tem p
range II
[kN]
16,7
23,8
35,7 66,7
81,0
N
0
Rd,p
Temp.
range III
[kN]
9,5
14,3
19,0 35,7
45,2
Diamond
coring
N
0
Rd,p
Tem p
range I
[kN]
22,2
28,6
35,7 54,8
66,7
N
0
Rd,p
Tem p
range II
[kN]
19,4
27,8
33,3 45,2
54,8
N
0
Rd,p
Temp.
range III
[kN]
11,1
16,7
22,2 35,7
45,2
a) Add i tional Hilti techni cal da ta (not p art of ETA-04/0027, issue 2009 -05-20):
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 ation 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
Anchor siz e
M8
M10
M12
M16
M20
N
0
Rd,c
[kN]
20,5
27,7
33,6
53,3
70,6
a) Add i tional Hilti techni cal da ta (not p art of ETA-04/0027, issue 2009 -05-20):
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 wat er before/during ins t al l 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
= 1
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
Page 33
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
588
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
= 1
Influence of reinforcement
hef [mm]
80
90
≥ 100
f
re,N
=
0,5 + hef/200mm ≤ 1
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 t he lower val ue 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
Page 34
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
589
Basic design shear resistance
Design steel resist ance V
Rd,s
Data a cco rd ing ETA-04/0027 , issue 2013-06-26
Anchor siz e
M8
M10
M12
M16
M20
V
Rd,s
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
HIS-RN
[kN]
8,3
12,8
19,2
35,3
41,5
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 h
ef
≥ 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
Non-cracked conc rete
V
0
Rd,c
[kN]
12,4
19,6
28,2
40,2
46,2
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
Page 35
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
590
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 spac ing and t he edge dist ance s hall not be sm aller than t he mini mum anc hor spac ing s
min
and
the minim um edge dis tanc e c
min
.
Influence of embedment depth
Anchor siz e
M8
M10
M12
M16
M20
f
hef
=
1,38
1,21
1,04
1,22
1,45
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 dis t ance shal l not be s m al l er than t he mi nimum edge di s tance c
min
.
Page 36
Hilti HIT-RE 500
mortar
with HIS- (R) N
sleev e
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
591
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.
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
Anchor siz e
M8
M10
M12
M16
M20
Embedment depth hef =
[mm]
90
110
125
170
205
Base material thickness h
min
=
[mm]
120
150
170
230
270
Tensile NRd: single anchor, no e dge effe cts
HIS-N
[kN]
16,8
27,7
33,6
53,3
70,6
HIS-RN
[kN]
13,9
21,9
31,6
53,3
69,2
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
HIS-RN
[kN]
8,3
12,8
19,2
35,3
41,5
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
Anchor siz e
M8
M10
M12
M16
M20
Embedment depth hef =
[mm]
90
110
125
170
205
Base material thickness h
min
=
[mm]
120
150
170
230
270
Edge distance c = c
min
=
[mm]
40
45
55
65
90
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
HIS
-(R)N
[kN]
9,4 12,4 15,4 23,5 32,0
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
HIS
-(R)N
[kN]
4,2 5,5 7,6 10,8 17,2
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
Anchor siz e
M8
M10
M12
M16
M20
Embedment depth hef =
[mm]
90
110
125
170
205
Base material thickness h
min
=
[mm]
120
150
170
230
270
Spacing s = s
min
=
[mm]
40
45
55
65
90
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
HIS
-(R)N
[kN]
11,2 15,2 18,5 29,0 38,8
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
HIS-RN
[kN]
8,3
12,8
19,2
35,3
41,5
Page 37
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
592
Hilti HIT-RE 500 mortar with rebar (as anchor)
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 ations
-
long worki ng t ime at el evated
temperatures
-
odourless epoxy
-
embedment depth range:
from 60 … 160 mm for Ø8
to 128 … 640 mm for Ø32
Statik mixe r
rebar BSt 500 S
Concrete
Small edge
distance
and spacing
Variable
embedment
depth
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
a) All data given in this section according ETA-04/ 0027, is sue 2013-06-26
Basic loading dat a (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 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 the t able
- 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 tem perat ure: +24°C/ 40°C)
- Instal lati on temperat ure range +5°C t o +40°C
Page 38
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
593
Embedment depth a) and base materi al thi ckness f or the basic loading data. Mean
ultimate resistance, characteristic resistance, design resistance, recommended loads.
ETA-04/0027, issue issue 2013-06-26
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Typic al embedment depth [m m]
80
90
110
125
125
170
210
270
300
330
360
Base material thickness [mm]
110
120
145
165
165
220
275
340
380
420
470
a) The allowed range of embedment depth is shown in the setting details . The corresponding load values can be
cal culat ed acc ording to the sim plified design m ethod.
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 rebar BSt 500S
ETA-04/0027, issue issue 2013-06-26
for hammer drilling and hollow drill bit
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Tensile N
Ru,m
BSt 500 S
[kN]
29,4
45,2
65,1
89,3
94,1
149,2
204,9
298,7
349,9
403,6
459,9
Shear V
Ru,m
BSt 500 S
[kN]
14,7
23,1
32,6
44,1
57,8
90,3
141,8
177,5
232,1
293,9
362,9
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N/m m² , anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26
for hammer drilling and hollow drill bit
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Tensile NRk BSt 500 S
[kN]
28,0
42,4
58,3
70,6
70,6
111,9
153,7
224,0
262,4
302,7
344,9
Shear VRk BSt 500 S
[kN]
14,0
22,0
31,0
42,0
55,0
86,0
135,0
169,0
221,0
279,9
345,6
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26
for hammer drilling and hollow drill bit
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Tensile NRd BSt 500 S
[kN]
14,4
20,2
27,7
33,6
33,6
53,3
73,2
106,7
125,0
144,2
164,3
Shear VRd BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26
for hammer drilling and hollow drill bit
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Tensile N
rec
BSt 500 S
[kN]
10,3
14,4
19,8
24,0
24,0
38,1
52,3
76,2
89,3
103,0
117,3
Shear V
rec
BSt 500 S
[kN]
6,7
10,5
14,8
20,0
26,2
41,0
64,3
80,5
105,2
133,3
164,6
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.
Page 39
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
594
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 rebar BSt 500S
ETA-04/0027, issue issue 2013-06-26 for diamond drilling
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
32
Tensile N
Ru,m
BSt 500 S
[kN]
29,4
45,0
65,1
68,2
91,8
141,8
178,7
243,2
262,8
Shear V
Ru,m
BSt 500 S
[kN]
14,7
23,1
32,6
44,1
57,75
90,3
141,8
177,5
232,1
Characteri st i c resist ance: concrete C 20/25 – f
ck,cube
= 25 N/m m² , anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26 for diamond drilling
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
32
Tensile N
Ru,m
BSt 500 S
[kN]
24,1
33,9
49,8
51,8
69,1
106,8
134,6
183,2
197,9
Shear V
Ru,m
BSt 500 S
[kN]
14,0
22,0
31,0
42,0
55,0
86,0
135,0
169,0
221,0
Design resist ance: concrete C 20/25 – f
ck,cube
= 25 N/mm ² , anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26 for diamond drilling
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
32
Tensile N
Ru,m
BSt 500 S
[kN]
13,4
18,9
27,7
28,8
32,9
50,9
64,09
87,3
94,3
Shear V
Ru,m
BSt 500 S
[kN]
9,3
14,67
20,7
28,0
36,7
57,3
90,0
112,7
147,3
Recommended loads a): concrete C 20/25 – f
ck,cube
= 25 N/mm², anchor rebar BSt 500 S
ETA-04/0027, issue issue 2013-06-26 for diamond drilling
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
32
Tensile N
Ru,m
BSt 500 S
[kN]
9,6
13,5
19,8
20,6
23,5
36,3
45,8
62,3
67,3
Shear V
Ru,m
BSt 500 S
[kN]
6,7
10,5
14,8
20,0
26,2
41,0
64,3
80,5
105,2
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.
Page 40
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
595
Service temperature range
Hilt i HIT-RE 500 inj ecti on mort ar may be appl i ed in the t em perature ranges gi ven below. An el evated base m aterial
tem perat ure m ay lead to a reduction of t he design bond resistance.
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 bas e material tem p er atur e
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 peri ods of ti me.
Materials
Mechanical properties of rebar BSt 500S
Data a cco rd i n g ETA-04/ 0027, issue 2013-06-26
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Nominal
tensile
st rength f
uk
BSt 500 S
[N/mm²]
550
550
550
550
550
550
550
550
550
550
550
Yield
st rength f
yk
BSt 500 S
[N/mm²]
500
500
500
500
500
500
500
500
500
500
500
Stressed
cross
-
section As
BSt 500 S
[mm²]
50,3
78,5
113,1
153,9
201,1
314,2
490,9
615,8
804,2
1018
1257
Moment of
resistance
W
BSt 500 S
[mm³]
50,3
98,2
169,6
269,4
402,1
785,4
1534
2155
3217
4580
6283
Mater ial qua lity
Part
Material
rebar
BSt 500 S
Geometry and mechanical propert ies accor ding to DI N 488-2: 1986 or
E DI N 488- 2:2006
Setting
installation equipment
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Rotary hammer
TE 2 – TE 16
TE 40 – TE 7 0
Other t ools
com press ed air gun or blow out pump, s et of c leaning brus hes, dis penser
Page 41
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
596
Setting instruction
Bore hole drilling
a) Hilti hollow drill bit
(for dry and wet c oncrete only )
Drill hole to the required embedment depth with an appropriately siz ed
Hilti TE
-CD or TE-YD hollow drill bit with Hilti vacuum attachment. This
drilling syste m remove s the du st and cl eans the bore hole during drilling
when used in accordance with the user’s manual.
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 = diamet er 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 until ret urn air
stream is free of not i c eabl e dust
Brus h 4 ti mes wit h the speci fied brush si ze (brush diamet er ≥ 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 w
it h 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.
Page 42
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
597
b) Compressed air cleaning (CAC)
for al l bore hole diameters d
0 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 tance 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 al l 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 o f hammer drilled h o les and diamond cored 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.
Page 43
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
598
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/ho
ur.
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 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 mort ar.
Check foil pack holder for proper function. Do not use damaged foil packs
/ holders.
Insert foil pack into foil
pack holder and put holder int o HIT-dis penser.
The foil pack opens automat ically as dis pensing i s init i ated. Discard init i al
adhesi ve. Dependi ng on the siz e of t he foil pac k an initi al amount of
adhesi ve has to be dis carded.
Disc ard 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.
Page 44
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
599
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 . Duri ng i nject ion the pis ton plug 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 s ee ins truct ion for use given wit h the pack age of the produc t.
Page 45
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
600
Curing time for general conditions
Data a cco rd i n g ETA-04/ 0027 , issue 2013-06-26
Additional
Hilti technical data
Temperature
of the base ma te ri al
Working time in w hich
anchor
can be i nserted a nd
adjusted t
gel
Curing time before
anchor
can be fully loaded t
cure
Preparation work may
continue.
Do not appl y de sign loa d.
t
cure, ini
40 °C
12 min
4 h
2 h
30 °C t o 39 °C
12 min
8 h
4 h
20 °C t o 29 °C
20 min
12 h
6 h
15 °C t o 19 °C
30 min
24 h
8 h
10 °C t o 14 °C
90 min
48 h
12 h
5 °C to 9 °C
120 min
72 h
18 h
For dry concrete curing tim es m ay be re duce d according to the foll owing ta ble.
For ins tallation temperat ur es below +5 °C all load values have t o be reduc ed acc o rd ing 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
Page 46
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
601
Setting details
Data a cco rd i n g ETA-04/0027, issue 2013-06-26
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Nominal diameter of
drill bit
d0
[mm]
12
14
16
18
20
25
32
35
40
45
55
Effective anchorage
and drill hole depth
range
a)
h
ef,min
[mm]
60
60
70
75
80
90
100
112
128
144
160
h
ef,max
[mm]
160
200
240
280
320
400
500
560
640
720
800
Mini mum bas e
material thickness
h
min
[mm]
hef + 30 mm
≥ 100 mm
hef + 2 d
0
Minimum spacing
s
min
[mm]
40
50
60
70
80
100
125
140
160
180
200
Mini mum edge
distance
c
min
[mm]
40
50
60
70
80
100
125
140
160
180
200
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
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 ical edge dis tanc e for conc rete cone fail ure depends on t he embedment depth h
ef
and the des ign bond
resi s tance. The simpli fied formula given in t hi s table i s on the save s i de.
Page 47
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
602
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 2013-06-26.
Influence of c oncret e st rength
Influence of edge distanc 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 spacing. The calculated des ign loads are then on the 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 the foll owi ng simpl i fication:
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 desi gn 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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
N
Rd,s
BSt 500 S
[kN]
20,0
30,7
44,3
60,7
79,3
123,6
192,9
242,1
315,7
400
494
Page 48
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
603
Design com bined pull - out and concret e cone r es i stance 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 i n g ETA-04/ 0027, issue 2013-06-26
Additional
Hilti tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Typical embe dm ent depth
h
ef,typ
[mm]
80
90
110
125
125
170
210
270
300
330
360
Hammer
drilling
+
Hollow drill
bit
N
0
Rd,p
Temp.
range I
[kN]
14,4
20,2
29,6
36,7
41,9
71,2
102,1 147,
0
186,7
192,
8
216,1
N
0
Rd,p
Temp.
range II
[kN]
11,5
16,2
23,7
31,4
32,9
56,0
86,4
113,
1
143,6
154,
2
172,9
N
0
Rd,p
Temp.
range III
[kN]
6,7
9,4
13,8
18,3
20,9
33,1
51,1
67,9
86,2
92,5
103,7
Diamond
coring
N
0
Rd,p
Temp.
range I
[kN]
13.4
18.8
27.6
33.6
32.9
50.9
66.8
90.5
100.5 - -
N
0
Rd,p
Temp.
range II
[kN]
10.6
14.9
21.9
27.5
25.4
40.7
55.0
73.5
79.0 - -
N
0
Rd,p
Temp.
range III
[kN]
6.7
9.4
13.8
16.8
15.0
22.9
31.4
39.6
50.3 - -
a) Addition al Hi l ti tech nica l da ta (not p art of ETA-04/0027, i ssue 2013-06-26):
The design values for combined pull-out and concrete cone resistance may be inc reased by 20 % for anc hor
ins tall ation in dry concret e (conc rete not in c ontac t with wat er before/during ins tall ation 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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
N
0
Rd,c
[kN]
17,2
20,5
27,7
33,6
33,6
53,3
73,2
106,7
125,0
144,2
164,3
a) Add i tional Hilti techni cal da ta (not p art of ETA-04/0027, issue 2009 -05-20):
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 wa ter 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
Page 49
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
604
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
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 critic al
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 resi 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 desi
gn shear resist 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
Page 50
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
605
Basic design shear resistance
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
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
V
Rd,s
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
Design concrete pryout r esi st ance V
Rd,cp
= l ower valuea) of k N
Rd,p
and k N
Rd,c
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 resist ance V
Rd,c
= V
0
Rd,c
fB fß f h f4 f
hef
fc
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Non-cracked conc rete
V
0
Rd,c
[kN]
5,9
8,6
11,6
15,0
18,7
27,0
39,2
47,3
59,0
71,7
85,5
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
Page 51
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
606
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.
Page 52
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
607
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,1
=
[mm]
60
60
72
84
96
120
150
168
192
216
240
Base material thickness h
min
=
[mm]
100
100
104
120
136
170
214
238
272
306
350
Tensile NRd: single anchor, no e dge effe cts
BSt 500 S
[kN]
10,8
11,2
14,7
18,5
22,6
31,6
44,2
52,4
64,0
76,3
89,4
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,1
=
[mm]
60
60
72
84
96
120
150
168
192
216
240
Base material thickness h
min
=
[mm]
100
100
104
120
136
170
214
238
272
306
350
Edge distance c = c
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
BSt 500 S
[kN]
6,5
7,3
8,6
10,8
13,1
18,3
25,6
30,3
37,0
44,1
52,5
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
BSt 500 S
[kN]
3,5
4,9
6,7
8,6
10,8
15,7
22,9
27,7
34,6
42,2
50,4
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,1
=
[mm]
60
60
72
84
96
120
150
168
192
216
240
Base material thickness h
min
=
[mm]
100
100
104
120
136
170
214
238
272
306
350
Spacing s = s
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
BSt 500 S
[kN]
6,7
7,0
8,9
11,2
13,6
19,0
26,6
31,5
38,5
45,9
54,1
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
56,5
79,0
93,7
114,4
136,6
159,9
Page 53
Hilti HI T-RE 500 mortar
with rebar (as anc hor )
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
608
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
125
170
210
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
142
161
165
220
274
340
380
420
470
Tensile NRd: single anchor, no e dge effe cts
BSt 500 S
[kN]
14,4
20,2
27,7
33,6
33,6
53,3
73,2
106,7
125,0
144,2
164,3
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
125
170
210
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
142
161
165
220
274
340
380
420
470
Edge distance c = c
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
BSt 500 S
[kN]
7,8
10,0
13,3
16,2
17,0
26,1
36,1
50,4
59,5
69,1
79,3
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
BSt 500 S
[kN]
3,7
5,3
7,3
9,5
11,5
17,2
25,0
31,6
39,3
47,8
56,9
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,typ
=
[mm]
80
90
110
125
125
170
210
270
300
330
360
Base material thickness h
min
=
[mm]
110
120
142
161
165
220
274
340
380
420
470
Spacing s = s
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
BSt 500 S
[kN]
8,9
11,6
15,5
18,9
19,2
30,1
41,4
59,5
69,8
80,8
92,3
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
Page 54
Hilti HIT-RE 500
mortar
with rebar
(as anchor)
09 / 2014 These pages are part of the Anchor Fastening Technology Manual issue September 2014
609
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,2
=
[mm]
96
120
144
168
192
240
300
336
384
432
480
Base material thickness h
min
=
[mm]
126
150
176
204
232
290
364
406
464
522
590
Tensile NRd: single anchor, no e dge effe cts
BSt 500 S
[kN]
17,2
26,9
38,8
49,3
64,0
89,4
125,0
148,1
181,0
215,9
252,9
Sh ear VRd: single anchor, no e dge effe cts, wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,2
=
[mm]
96
120
144
168
192
240
300
336
384
432
480
Base material thickness h
min
=
[mm]
126
150
176
204
232
290
364
406
464
522
590
Edge distance c = c
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: single anchor, min. edge dis t ance (c = c
min
)
BSt 500 S
[kN]
9,4
14,1
18,6
23,4
28,6
40,0
55,9
66,2
80,9
96,6
113,1
Sh ear VRd: single anchor, min. edge dis t ance (c = c
min
) , w i thout le ve r arm
BSt 500 S
[kN]
3,9
5,7
7,8
10,2
12,9
18,9
27,8
33,9
42,6
52,3
62,7
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 tech.
data
Anchor siz e
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Ø36
Ø40
Embedment depth h
ef,2
=
[mm]
96
120
144
168
192
240
300
336
384
432
480
Base material thickness h
min
=
[mm]
126
150
176
204
232
290
364
406
464
522
590
Spacing s = s
min
=
[mm]
40
50
60
70
80
100
125
140
160
180
200
Tensile NRd: double anchor, no edge effects , min. spacing (s = s
min
)
BSt 500 S
[kN]
10,9
16,6
22,7
28,6
34,9
48,8
68,2
80,9
98,8
117,9
138,1
Sh ear VRd: double anchor, no edge effects , min. s pacing (s = s
min
) , wi thout le ve r arm
BSt 500 S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,3
186,6
230,4
Page 55
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
908
Hilti HIT-RE 500 mortar with rebar
(as post-installed connection)
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 apacit y
-
sui table for dry and water
saturated concrete
-
under water application
-
large diam eter applic ations
-
high c orrosion res ist ant
-
long worki ng t ime at el evated
temperatures
-
odourless epoxy
Static mixe r
Rebar
Concrete
Fire
resist ance
Diamond
drilled
holes
European
Technical
Approval
DI Bt approval
Drinking
water
appoved
Corossion
tested
PROFIS
Rebar design
software
Hilti SAF Eset
technology with
hollo w d r ill bit
Service temperature range
Temperature range: -40°C to +80°C (max . long term temperat ure +50°C, max. s hort t erm temperature + 80°C).
Approvals / certificates
Des cription
Authority / Laboratory
No. / date of issue
European technical approval
DIBt, Berlin
ETA-08/0105 / 2014-04-30
European technical approval
DIBt, Berlin
ETA-04/0027 / 2013-06-26
DIBt approval
DIBt, Berlin
Z-21.8-1790 / 2009-03-16
Fire t est report
IBMB B raunschweig
3357/0550-5 / 2002-07-30
Assessment report (fire)
Warringtonfire
WF 327804/B / 2013-07-10
a)
All data given in t hi s section according to the approvals ment i oned above, ETA-08/ 0105 i ssue on 2014-04-30
and ETA-04/ 0027 is sue on 2013-06-26.
Page 56
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
909
Materials
Reinforcmenent bars according to EC2 Annex C Table C.1 and C.2N.
Prope rtie s of rei nforceme nt
Product form
Bars and de -coiled rods
Class
B
C
Charact erist ic yiel d st rength fyk or f
0,2k
(MPa)
400 to 600
Mini mum value of k = (ft/fy)k
≥ 1,08
≥ 1,15
< 1,35
Charact erist ic strai n at maxi mum force, Huk (%)
≥ 5,0
≥ 7,5
Bendability
Bend / Rebend test
Maximum deviation from
nominal mass
(individual bar) (%)
Nominal bar siz e (mm)
≤
8
> 8
± 6,0
± 4,5
Bond:
Mini mum relat ive ri b area,
f
R,min
Nominal bar siz e (mm)
8 to 12
> 12
0,040
0,056
Setting details
For detai led informat ion on inst allat ion see ins truc ti on for use given with the pac kage of the product.
Curing time for general conditions
Data a cco rd i n g ETA-08/ 0105, issue 2014-04-30
Temperature
of the
base ma te ri al
Working time in which
rebar
can be i nserted a nd
adjusted t
gel
Initial curing time
t
cure,ini
Curing time before reba r
can be fully loaded t
cure
5 °C d TBM 10 °C
2 h
18 h
72 h
10 °C d TBM 15 °C
90 min
12 h
48 h
15 °C d TBM 20 °C
30 min
9 h
24 h
20 °C d TBM 25 °C
20 min
6 h
12 h
25 °C d TBM 30 °C
20 min
5 h
12 h
30 °C d TBM 40 °C
12 min
4 h
8 h
TBM = 40 °C
12 min
4 h
4 h
For dry conc rete c uring tim es may be reduced ac cording t o the following t able. For ins tall ation t emperat ures below
+5 °C all load val ues have to be reduced acc ording to the load reducti on fact ors given bel ow.
Curing time for dry concrete
Additional Hil ti te chnica l data
Temperature
of the
base ma te ri al
Working time in which
rebar can be i nserted
and adjusted t
gel
Initial curing
time
t
cure,ini
Reduced curing time
before rebar
ca n b e
fully loaded t
cure
Load
reduction
factor
TBM = -5 °C
4 h
36 h
72 h
0,6
TBM = 0 °C
3 h
25 h
50 h
0,7
TBM = 5 °C
2 ½ h
18 h
36 h
1
TBM = 10 °C
2 h
12 h
24 h
1
TBM = 15 °C
1 ½ h
9 h
18 h
1
TBM = 20 °C
30 min
6 h
12 h
1
TBM = 30 °C
20 min
4 h
8 h
1
TBM = 40 °C
12 min
2 h
4 h
1
Page 57
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
910
Setting instruction
Review t he Mat erial Safet y Data Sheet (M SDS) before use for
proper and s afe handling!
W ear well
-fitting protective goggles and protective gloves when
work i n g wit h Hilt i HIT
-RE 500.
Important : Obs erve the ins tallat i on ins truct i on of the manufac turer
provided wit h each foil pack .
1. Drill hole
Note: Before drilling, remove c arbonized c oncrete; clean cont act areas
(see A nnex B1)
In cas e of aborted drill hole the drill hole shall be filled with m
ortar.
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 remove s the du st and cl eans the bore hole
during drilling when used in accordance
with the us er’s manual.
After drilling is complete, proceed to the “injection preparation” step
in t he instruc tions for use.
Drill the hole to the required em bedment depth us ing a hammer -drill
with carbid drill bit s et in rotation hammer mode, a c ompres sed air
drill or a diamond core machine.
4. Bore hole cleaning
(Not needed with Hi lti TE-CD and Hil ti TE -YD drill bit)
The borehol e mus t be free of dust , debris, water, ice, oil , grease and
other c ontami nants prior to m ortar injec tion.
Just before s et ting an anc hor, the bore hol e mus t be free of dus t and
debris by one of two cleani ng methods desc ribed below
Compressed air cleaning (CAC)
Blowing
2 ti m es
from the back of the hole with oi l-
free compressed air (min. 6
bar at 100 li tres per minut e (LPM)) unt i l ret urn air stream i s free of
noticeable dust.
Bore hol e diamet er ≥
32 mm the compressor must
suppl y a minim um air flow of 140 m³/hour.
If required us e addi tional acc essories and extensions for ai r nozzl e
and brush t o reach bac k of hole.
Brushing
2 ti m es
with the spec i fied brush HIT-RB
size (brush Ø ≥ borehole Ø)
by i nserting the round st eel brus h t o t he back of the hole in a t wisting
motion.
The brush shall produce natural resistance as it enters the
anchor hol e. If this is not the c ase, pleas e use a new brush or a
brush wit h a larger diam eter.
Blowing
2 ti m es
again wi
th compres sed air until ret urn air st ream is free of
noticeable dust.
If required us e addi tional acc essories and extensions for ai r nozzl e
and brush t o reach bac k of hole.
Page 58
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
911
Deep boreholes
– Blowing
For boreholes deeper than 250m m (for
Ø=8mm –
12mm) or deeper
than 20
Ø (for Ø>12m m) use t he appropriat e ai r nozz le Hilt i HIT-
DL
Safety ti p: Do not inhal e conc rete dust .
The appli cati on of the dust collec tor Hi lti HIT-DRS is recom mended.
Deep boreholes
– Brus hing
For boreholes deeper than 250 m m (for
Ø=8mm –
12mm) or deeper
than 20
Ø (for Ø>12m m) use machi ne brushing and brush
extensions HIT
-RBS.
Sc rew the round st eel brus h HIT
-RB i n one end of the brush
ext ensi on(s) HIT
-RBS, so t hat the overall length of t he brush i s
suffic ient t o reach t he base of the borehole. A ttac h t he ot her end of
the extens i on t
o the TE-C/ TE-Y chuck .
Safety tip:
- Start mac hine brus hi ng operational slowly .
-
St art brushing operation onc e brush is ins erted i n borehole.
In addition for wet diamond coring (DD):
For wet diamond cori ng please obs erve t he following st eps in
addition
prior to c ompress ed air cl eaning:
Remove al l core fragments from t he anchor hole. Flus h the anchor
hole wit h cl ear running wat er unt il water runs c lear. Brus h the anchor
hole again 2 tim es with the appropriate siz ed brush over t he enti re
depth of t he anchor hole. Repeat the flushing proces s unti l water
runs out of the anchor hole.
Page 59
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
912
Man u al Cleanin g (MC ) Manual c leaning is permi tted for hammer dri l l ed boreholes up to hole diameters d0 ≤
20mm and dept hs
A
v
resp. A
e,ges.
≤ 160mm.
Blowing
4 strokes with Hilti blow
-out pump from the back of the hole unti l
return air stream
is free of noticeable dust.
Brushing
4 ti m es wi th the s pecified brus h
HIT_RB si ze (brush Ø ≥
borehole
Ø) by ins erting t he round s teel wire brush t o t he back of the hol e with
a twisting m otion
.
The brush s hall produce natural resis tanc e as it
enters the anchor hole. If thi s is not t he case, please use a new
brush or a brush wit h a larger diamet er.
Blowing
4 strokes with Hilti blow
-out pump from the back of the hole until
return air stream is free of noticeable dust.
Manual Cleani ng (MC)
Hilt i hand pump recommended for blowi ng out bore hole wit h
diamet ers d< 20mm and bore hole dept h h
0
<160mm
3.Rebar preparation and foil pack preparation
Before use, mak e sure t he rebar is dry and free of oil or other
residue.
Mark the em bedment depth on the rebar. (e. g. wit h tapte)
, Av
Insert rebar in borehole, to verify hol e and set ting depth
A
v
resp. A
e,ges
- Observe the Instructi on for Use of the dispenser and the
mortar.
- Tightly attach Hil ti HIT-RE-M mixing nozzle t o foil pack
manifold.
- Insert foil pac k into foil pack holder and swing
holder into the
dispenser.
Disc ard init ial mortar. The foil pack opens aut omati call y as
dis pensing i s init i ated. Depending on the siz e of the foil pack an
init i al am ount of adhesi ve has to be dis carded.
After changi ng a mixing nozzle, t he first few t rigger pulls m ust be
dis carded as decribed above. For each new foil pack a new m i xing
nozzle must be us ed.
Disc ard quanti ties are
3 strokes for 330 ml foil pack,
4 strokes for 500 ml foil pack,
65 ml for 1400 m l foil pac k,
Page 60
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
913
4.Inject mortar into borehole Forming air poc kets be avoided
4.1 Injection method for borehole depth ≤ 250 mm
Inject the
mortar from t he back of the hole towards the front and
sl owly withdraw the m i xing noz zle step by step after each tri gger
pull.
Fill holes approximat el y 2/ 3 full, or as requi red t o
ensure t hat the
annular gap between the rebar and t he conc rete is complet ely filled
with adhesive over the embedment length.
After i nject ing, depress urize t he dispens er by press ing the release
trigger. This will prevent further mortar discharge from the mi
xing
nozzle.
4.2 Injection method for borehole depth > 250 mm or overhead application
As semble m i xing nozzl e HIT-RE-M, extension(s) and pi ston plug
HIT
-SZ.
For com binati ons of several inj ect ion extans ions us e coupler HIT-VL
K. A s ubstitution of the
inj ect ion ext ansi on for a pl ast ic hose or a
combination of both is permitted.
The c ombinat ion of HIT
-SZ pist on plug with HIT-
VL 16 pipe and t hen
HIT
-VL 16 tube s upport proper i nject ion.
Mark the required mort ar level Am and embedment depth Ab resp.
A
e,ges
with tape or marker on t he injec ti on ext ension.
Insert pi st on plug t o back of the hole. B egin injec ti on allowing t he
pressure of the injec ted adhesi ve m ort ar to pus h the pis t on plug
towards the front of the hole.
Fill holes approximately
2/3 full, or as requi red t o ensure t hat the
annular gap between the rebar and t he conc rete is complet ely filled
with adhesive over the embedment length.
Injection until the morat level mark
A
m
becom es vis i bl e.
After i nject ing, depress urize t he dispens er by pres sing t he releas e
trigger. This will prevent further mortar discharge from the mixing
nozzle.
Page 61
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
914
5.Insert rebar
For easy i nstall ation ins ert the rebar sl owl y twisted into the
borehole
unti l the embedm ent mark i s at t he concret e s urface l evel.
Overhead application:
During insert ion of the rebar, m ortar mi ght flow out of the borehole.
For col lect ion of the flowing mortar, HIT
-OHC may be used.
Support the rebar and sec ure it from falling till mortar started to
harden, e.g. us ing
wedges HIT-OHW.
After installing the rebar the annular gap mus t be completely filled
with mortar.
After installing the rebar the annular gap mus t be completely filled
with mortar.
Proper i nstall ation c an be verified when
:
Desired anc horing embedment is reached
A
v
: embedment mark at
conc rete s urface.
Ex ces s mortar flows out of the borehole aft er the rebar has been fully
ins erted unti l the embedment m ark.
Full load may be appl i ed only after t he curing time “t
cure
” has elapsed.
Page 62
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
915
Fitness for use
Some c reep tes ts have been conduc ted i n acc ordance wit h ETAG guidel ine 001 part 5 and TR 023 in the following
condi tions : in dry environnement at 50 °C during 90 days .
These tes ts s how an exc ellent behaviour of the pos t-ins tal led connec ti on made with HIT-RE 500: low
dis placem ents with long term s tabilit y, failure load after exposure above reference load.
Resistance to chemical substances
Categories
Chemical substances
resistant
Non resistant
Alkaline products
Drilling dust s lurry pH = 12,6
+
Pot assi um hydroxide solution (10%) pH = 14
+
Acids
Acetic acid (10%)
+
Nitri c acid (10%)
+
Hydrochloric ac id (10%)
+
Sulfuric aci d (10%)
+
Solvents
Benz yl alcohol
+
Ethanol
+
Ethyl acetate
+
Met hyl ethyl k et on (M E K)
+
Trichlor ethylene
+
Xylol (mixture)
+
Produc ts from job si t e
Concrete plasticizer
+
Diesel
+
Engine oi l
+
Petrol +
Oil for form work
+
Environnement
Sslt wa te r
+
De-mineralised water
+
Sulphurous atmosphere (80 cycles)
+
Electrical Conductivity
HIT-RE 500 in the hardened stat e does not conduct el ectrically. Its e l e ctric resistivity is 6610
12
:.m
(DIN IE C 93 – 12.93). It is adapt ed well to realiz e elect ric ally ins ulati ng anchorings (ex : railway appl icat ions ,
subway).
Page 63
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
916
Drilling diameters
Rebar (mm)
Drill bit diameters d0 [mm]
Hammer drill (HD)
Hollow Drill Bit (HDB)
Compressed air
drill (CA)
Diamond coring
Wet (DD)
Dry (PCC)
8
12 (10
a))
-
12 (10
a))
-
10
14 (12
a))
-
14 (12
a))
-
12
16 (14
a))
17
16 (14
a))
-
14
18
17
18
-
16
20
20
20
-
18
22
22
22
-
20
25
26
25
-
22
28
28
28
-
24
32
32
32
35
25
32
32
32
35
26
35
35
35
35
28
35
35
35
35
30
37
35
37
35
32
40
40
40
47
34
45
42
42
47
36
45
45
47
47
40
55
57
52
52
a) Max . i nst allat ion length I = 250 mm.
Page 64
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
917
Basic design dat a for r ebar design accor ding t o r ebar 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
Rebar (mm)
Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
C45/55
C50/60
8 - 32
1,6
2,0
2,3
2,7
3,0
3,4
3,7
4,0
4,3
34
1,6
2,0
2,3
2,6
2,9
3,3
3,6
3,9
4,2
36
1,5
1,9
2,2
2,6
2,9
3,3
3,6
3,8
4,1
40
1,5
1,8
2,1
2,5
2,8
3,1
3,4
3,7
4,0
Bond strength in N/mm² according to ETA 08/0105 for good bond conditions
for wet diamond core drilling
Rebar (mm)
Concrete class
C12/15
C16/20
C20/25
C25/30
C30/37
C35/45
C40/50
C45/55
C50/60
8 - 25
1,6
2,0
2,3
2,7
3,0
3,4
3,7
4,0
4,3
26 - 32
1,6
2,0
2,3
2,7
2,7
2,7
2,7
2,7
2,7
34
1,6
2,0
2,3
2,6
2,6
2,6
2,6
2,6
2,6
36
1,5
1,9
2,2
2,6
2,6
2,6
2,6
2,6
2,6
40
1,5
1,8
2,1
2,5
2,5
2,5
2,5
2,5
2,5
Pullout design bond strength for Hit Rebar design
Design bond strength in N/mm² according to ETA 04/0027 (values in table are
design values, f
bd,po
= WWRk/JJ
Mp
Hammer or compressed air drilling.
W ater saturat ed, water filled or submerged hole.
Uncrac ked c oncret e C20/25.
temperature
range
Bar diam eter
Data ac cording t o ETA 04/ 0027
Hilti tech da ta
8
10
12
14
16
20
22
24
25
26
28
30
32
36
40
I: 40°C/24°C
7,1
6,7
6,2
5,2 4,8
II: 58 ° C /3 5 ° C
5,7 5,2 4,8
4,3 3,8
III: 70 °C/4 3° C
3,3
3,1
2,9
2,4
Increas ing fact or in non-c racked concret e: f
B,p
=(f
cck
/25)
0,1
(f
cck
: characteristic compressive strength on cube)
Additional Hil ti Technical Data:
If the conc rete i s dry (not in c ontact wit h water before/during ins tallat ion and c uring), t he pullout design bond
strength m ay be inc reased by 20% .
If the hole was produced by wet diamond c oring, the pullout des ign bond st rength ha s to be reduced by 30%.
Reduct ion factor for spl itt ing with large c oncret e cover: G= 0, 306 (Hilti addi tional data)
Page 65
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
918
Fire Resistance according to DIBt Z-21.8-1790
a) fire situation “anchorage”
Maximum force in rebar in conju nction with HIT-RE 500 as a function of embedment depth for the fire
r e si st a n c e c l a sse s F 3 0 t o F1 8 0 (y i el d st re n g th f
yk
= 500 N/m m²) acco rd i n g EC2a).
Bar
Drill hole
Max. F
s,T
A
A
inst
Fire re sistance of bar in [kN]
[mm]
[mm]
[kN]
[mm]
R30
R60
R90
R120
R180
8
10
16,19
80
2,4
1,0
0,5
0,3
0
95
3,9
1,7
0,3
0,6
0,1
115
7,3
3,1
1,7
1,1
0,4
150
16,2
8,2
4,6
3,1
1,4
180 16,2
10,0
6,7
2,9
205
16,2
12,4
5,1
220 16,2
7,0
265
16,2
10
12
25,29
100
5,7
2,5
1,3
0,8
0,2
120
10,7
4,4
2,5
1,7
0,7
140
17,6
7,8
4,4
3,0
1,3
165
25,3
15,1
8,5
5,8
2,6
195 25,3
17,6
12,2
5,1
220
25,3
20,7
8,7
235 25,3
11,8
280
25,3
12
16
36,42
120
12,8
5,3
3,0
2,0
0,8
150
25,2
12,2
6,9
4,7
2,1
180
36,4
24,3
15,0
10,1
4,4
210 36,2
27,4
20,6
8,5
235
36,4
31,0
14,2
250 36,4
19,1
295
36,4
14
18
49,
58
140
24,6
10,9
6,1
4,2
1,9
170
39,1
23,5
13,5
9,2
4,1
195
49,6
35,6
24,7
17,1
7,2
225 49,6
39,2
31,3
13,5
250
49,6
43,4
22,3
265 49,6
29,5
310
49,6
16
20
64,75
160
39,2
21,3
11,9
8,1
3,6
190
55,8
37,9
25,5
17,3
7,3
210
64,8
49,0
36,5
27,5
11,3
240 64,8
53,1
44,1
20,9
265
64,8
57,9
33,7
280 64,8
42,0
325
64,8
A
inst
Page 66
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
919
Bar
Drill hole
Max. F
s,T
A
A
inst
[mm]
[mm]
[kN]
[mm]
R30
R60
R90
R120
R180
20
25
101,18
200
76,6
54,3
38,7
27,5
11,4
240
101,2
82,0
66,4
55,1
26,1
270 101,2
87,1
75,9
45,6
295
101,2
93,2
62,9
310 101,2
73,2
355
101,2
25
30
158,09
250
139,0
111,1
91,6
77,6
39,9
275
158,1
132,7
113,2
99,2
61,3
305 158,1
139,1
125,1
87,2
330
158,1
146,7
108,8
345 158,1
121,8
390
158,1
28
35
198.3
280
184,7
153,4
131,6
115,9
73,5
295
198,3
168,0
146,1
130,4
88,0
330 198,3
180,0
164,3
121,9
350
198,3
183,6
141,2
370 198,3
160,6
410
198,3
32
40
259,02
320
255,3
219,6
194,7
176,7
128,2
325
259,0
225,1
200,2
182,2
133,8
360 259,0
238,9
220,9
172,5
380
259,0
243,1
194,6
395 259,0
211,2
440
259,0
40
47
404,71
400
404,7
385,1
353,9
331,5
270,9
415 404,7
374,6
352,2
291,6
440
404,7
386,8
326,2
455 404,7
346,9
500
404,7
a)
For tables according the standards to DIN 1045-1988, NF-ENV 1991-2-2(EC2), Österreichische Norm B 47002000, British-, Singapore- and Australian Standards see Warringtonfire report WF 166402 or/and IBMB
Braunschweig report No 3357/0550-5.
Page 67
Hi lti HIT-RE 500 mortar w/
rebar (as post-installed conn.)
These pages are part of the Anchor Fastening Technology Manual issue September 2014 09 / 2014
920
b) fir e situat ion par allel
Max . bond stres s, W
T
, depending on actual clear concrete cover for classi fy i ng t he fire resistanc e.
It must be verified that t he actual forc e in the bar during a fire, F
s,T
, c an be tak en up by the bar connec tion of the
sel ected length, A
inst
. Note: Cold desi gn for ULS is mandat ory.
F
s, T
d (A
inst
– cf) I S WT where: (A
inst
– cf) t As;
A
s
= lap l engt h
I = nomi nal diam et er of bar
A
inst
– cf = selected overlap j oi nt length; this must be at leas t As,
but m ay not be as sumed to be more than 80 I
W
T
= bond stress when exposed to fire
Critical temperature-dependent bond stress, W
W
c,
concerning “overlap joint” for Hilti HIT-RE 500 injection
adhesive i n re l ation to fire resistance class a nd required m i ni m um concrete cove ra ge c.
Clear co ncr ete cover c
Max. bond stress, WWc [N/mm²]
[mm]
R30
R60
R90
R120
R180
30
0,7
0
0
0
0
35
0,8
0,4
40
0,9
0,5
45
1,0
0,5
50
1,2
0,6
55
1,4
0,7
0,5
60
1,6
0,8
0,5
65
1,9
0,9
0,6
0,4
70
2,2
1,0
0,7
0,5
75
1,2
0,7
0,5
80
1,4
0,8
0,6
85
1,5
0,9
0,7
90
1,7
1,1
0,8
0,5
95
2,0
1,2
0,9
0,5
100
2,2
1,4
1,0
0,6
105
1,6
1,1
0,6
110
1,7
1,2
0,7
115
2,0
1,4
0,7
120
2,2
1,6
0,8
125
1,7
0,9
130
2,0
1,0
135
2,2
1,1
140
1,2
145
1,3
150
1,4
155
1,6
160
1,7
165
1,9
170
2,1
175
2,2
Page 68
Hi lti HIT-
RE 500 mortar w/
reba r (a s po s t-
installed conn.)
09 / 2014 These pages are part of the Anchor Fasteni ng Technology Manual issue September 2014
921
Minimum anchor age lengt h
Ac cording t o ETA-08/0105, is sue 2014-04-30, t he minimum anc horage l ength s hall be increas ed by fac tor 1,5 for
wet diam ond core drilling. For all the other given drilling methods the factor is 1, 0.
Minimu m anchor age and lap lengths for C20/ 25; maximum hole lengths (ETA
08/0105)
Rebar
Hammer drilling,
Compressed air drilling,
Dry diamond coring drilling
Wet diamond coring
drilling
Diameter
ds
[mm]
f
y,k
[N/mm²]
l
b,min
*
[mm]
l
0,min
*
[mm]
l
b,min
*
[mm]
l
0,min
*
[mm]
l
max
[mm]
8
500
113
200
170
300
1000
10
500
142
200
213
300
1000
12
500
170
200
255
300
1200
14
500
198
210
298
315
1400
16
500
227
240
340
360
1600
18
500
255
270
383
405
1800
20
500
284
300
425
450
2000
22
500
312
330
468
495
2200
24
500
340
360
510
540
2400
25
500
354
375
532
563
2500
26
500
369
390
553
585
2600
28
500
397
420
595
630
2800
30
500
425
450
638
675
3000
32
500
454
480
681
720
3200
34
500
492
510
738
765
3200
36
500
532
540
797
810
3200
40
500
616
621
925
932
3200
* l
b,min
(8.6) and l
0,min
(8. 11) are calc ulat ed for good bond c onditi ons wit h max imum utilisation of rebar yield
st rength f
yk
= 500 N/mm² and D6 = 1,0
Loading...