Hilti HIT System - Rebar Application
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Hilti HIT
injection system
Post-installed
rebar design for
Hilti HIT-RE 500
and HIT-HY 200
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
1
Hilti HIT injection system
for rebar applications
53. Approvals and reports for HIT-RE 500 and HIT-HY 200
Contents
1. Post-installed simply works better than cast-in
2. Basic considerations for fire design of post-installed reinforcement
4. HIT dispenser and mixer platform
5. HIT-RE 500
6. HIT-HY 200
8. Hilti service for engineers
10. Frequently asked questions
11. Project reference in Malaysia
7. Differences of HIT-RE 500 and HIT-HY 200
9. Hilti solutions for post-installed rebar connections
6.1 Product information6.2 Setting instruction6.3 Precalculated value based on concrete splitting6.4 Precalculated value based on chemical bond6.5 Design example for HIT-HY 2006.6 Hilti specification guideline for HIT-HY 200
5.1 Product information5.2 Setting instruction5.3 Precalculated value based on concrete splitting5.4 Precalculated value based on chemical bond5.5 Design example for HIT-RE 5005.6 Hilti specification guideline for HIT-RE 500
2
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28
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications Hilti HIT injection system
for rebar applications
1. Post-installed simply works better than
cast-in.
by Jakob Kunz
Post-installed reinforcement works at least as well as cast-in rebars. This has been
proven by the comprehensive testing required for European Technical Approvals
for post-installed reinforcement connections. Consequently, the design process is
straightforward and in accordance with structural concrete codes (ACI 318 & Eurocode
2) for post-installed overlap splices, reinforcement anchorage at simple supports and
connections of columns mainly loaded in compression.
Only straight bars can be post-installed in cured concrete, but cast-in reinforcement
often uses hooks to reduce anchorage length or bends to divert forces. Hilti has thus
invested in extensive research to find solutions that allow post-installed reinforcement
to be used in situations where standard structural concrete detailing would requirehooks or bends. A revolutionary new design method has now been developed on the
basis of this research.
Hilti HIT Rebar Design Method
According to structural concrete building codes, the bond strength of cast-in bars is
limited, even where depth of concrete cover is considerable. Accordingly, in some
zones such as in walls where anchorage depth is often limited, welded transverse
reinforcement or hooks are used to compensate for the reduction in available anchorage
depth. The Hilti Rebar Design Method also makes it possible to reduce anchorage
length while maintaining the high bond strength needed to replace hooks or welded
transverse reinforcement.
Better results through more detailed research
Research has shown that the bond strength of bars anchored with Hilti adhesive
mortars is higher than that of cast-in-place bars, provided there is adequate concrete
cover1. The Hilti HIT Rebar Design Method takes advantage of this increased bond
strength in order to achieve anchorage length reductions of up to 50% compared to
the figures given in building codes.
Frame node connections with straight bars
According to standard reinforcement design concepts, bends are required at moment-
resisting connections. Working together with the Technical University of Munich and
the American University of Beirut, Hilti has carried out theoretical and laboratory
research in order to propose an adequate strut-and-tie model that takes the specific
characteristics of frame node connections with straight bars2 into account.
Connection of members under tension
Where a connection is made between concrete members under predominant tension,
the principles of anchor design should be applied3. As a specialist in anchoring to
concrete, Hilti is well qualified to provide the appropriate solutions. Factors such as the
possibility of concrete cone breakout must be given special consideration.
Post-installed reinforcement for shear loads
Thanks to many years of research, Hilti is also in an excellent position to provide
solutions for post-installed shear interface reinforcement4 for concrete overlays or
post-installed punching shear reinforcement5.
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
Strut-and-tie modeling of frame nodeconnections for straight (post-installed) and
bent (standard cast-in) bars.
post-installed cast-in
Hilti HIT Rebar Design Method.
Bond strength depends on concrete cover. Where cover is limited, splitting is the controlling
factor and the red and grey lines therefore show more or less linear functions. Where cover
is sufficient, pull-out begins to become the controlling factor. With Hilti adhesives, the coverlimit is usually higher than that specified for cast-in in concrete building codes (fbd=bond
strength, c=cover, Ø=bar diameter).
Dr. Jakob Kunz is Scientific Consultant for the Hilti Anchor Business Unit. He gained his
doctorate at the ETH (Swiss Federal Institute of Technology) in Zurich and Lausanne and has
been with Hilti as a research engineer, project manager and chief scientific officer since 1989.
Dr. Jakob Kunz specializes in the fields of fastening technology and reinforced concrete design.
He is a member of fib, IABSE, ACI and SIA 179
References
1) Kunz, J., Muenger F.: Splitting and Bond Failure of Post-Installed Rebar Splices and
Anchorings. Bond in Concrete. fib, Budapest, 20 to 22 November 2002.
2) Hamad, B.S., Al-Hammoud, R., Kunz, J.: Evaluation of Bond Strength of Bonded-In or
Post-Installed Reinforcement. ACI Structural Journal, V. 103, No. 2, March–April 2006.
3) Design of Bonded Anchors. EOTA Technical Report TR 029. European Organisation for
Technical Approvals, June 2007.
4) Randk, N.: Untersuchungen zur Kräfteübertragung zwischen Alt- und Neubeton bei
unterschiedlicher Fugenrauhigkeit. University of Innsbruck, Austria, 1997 (Thesis inGerman).
5) Fernandez Ruiz, M., Muttoni, A., Kunz, J.: Strengthening of Flat Slabs Against Punching
Shear Using Post-Installed Shear Reinforcement. ACI Structural Journal, V. 107, No. 4,
July–August 2010.
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2. Basic considerations for fire design
of post-installed reinforcement
Codes
specify minimum concrete cover for protection of the reinforcement against high
temperature depending on the required fire rating.
Since, in case of fire, the behaviour of the bonding material for post-installed bars is
somewhat different to cast-in reinforcement some back ground information is necessary
to provide equivalent behaviour of the post installed system.
Behaviour of steel in high temperatures
Steel changes material properties when its temperature is increased. This is especiallythe case for yield strength as shown by fig.1.
Note: at 560°C steel yield is approx. half of yield strength at room temperature.
Safety approach for fire design
The safety approach for fire design is semi- empirical because it is impossible to
determine a fire statistically. Therefore a standard fire temperature/time curve ISO 834
(fig. 2) has been agreed on for normal cases. In some cases, especially in road tunnels
more stringent temperature/time curves are applied.Note: Safety concept is based on experience, many simplifications on the safe
side have been accepted for design.
ScopeThe sensitivity for high temperatures of the adhesives used for bonded-in bars is
higher than the bond of cast-in bars. A design concept is provided for the design of fire
resistance for bonded-in bars with equivalent safety compared to cast-in bars.
Tests and design concept
Tests to evaluate the relationship between temperature and bond of the adhesives have
been performed. Taking into account the temperature gradients in the concrete for the
various fire ratings a design concept was derived. Testing, high temperature – bond
relation and the design tables are shown in the corresponding reports.
Be aware that steel yield under fire is reduced considerably, and safety factors for fire
design are reduced accordingly as specified in the code.Note that the fire design tables must not be used for cold design (accepted bond
stress under fire may be above the values acceptable for safe cold design).
a.) The maximum load for each individual fire design is performed by the engineer.
The designer determines his individual load depending on the load situation and
individual safety factor combination used.
With this load value he can determine the anchorage length by means of the Hilti fire
design tables.
b) It does not mean that the adhesives withstands the same temperatures as the steel
does, but the tables specify cover and anchorage length that are necessary to withstand
for the same duration the same force as is expected from the steel.
c) It is evident that for simplification the maximum load can be used on the safe side todetermine anchorage length, but maybe steel holds not the same force under fire in the
new building member e.g. with less cover.
Therefore if shorter embedment is requested it is worth to calculate the correct design
load for fire.
That is especially true if higher safety factors or global safety factors for cold design are
used (than there is more reserve in the steel).
Fig. 1. Strength reduction of carbon steeldue to temperature (various sources)
Fig.2 Standard temperature / time curve(ISO 834)
State of the Art assessment of fire resistance for reinforced
concrete structures
Fire resistance of bonded-in bars
Conclusion
Fire Exposure Condition
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Hilti HIT-RE 500Hilti HIT Injection System
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3. Approvals and reports for HIT-RE 500
and HIT-HY 200
CE Conformity - Certificate for both Hilti HIT-RE 500 & HIT-HY 200
NSF Certification - for use in potable water systems when cured
HIT-HY 200 - is approved for to use automatic cleaning while drilling
LEED Certification - Both HIT-RE 500 & HIT-HY 200 contribute green building credits
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Hilti HIT-RE 500Hilti HIT Injection System
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4. HIT dispenser and mixer platform
HIT-RE-M Mixer
for HIT-RE 500 all sizes
for HIT-HY 200 all sizes M i x e r
C a r t r i d g
e s
C a r t r i d g e
h o l d e r
D i s p e n s
e r
HDM 330 HDM 500 HDE
330ml
cartridge holder
500 ml
cartridge holder
330 ml
500 ml
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Hilti HIT-RE 500Hilti HIT Injection System
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ConcreteSmall edge
distanceand spacing
Variable
embedmentdepth
Diamond
drilledholes
CEconformity
Fireresistance
European
Technical Approval
DIBtapproval
Drinking
waterappoved
Corossiontested
Benefits
Approval / Certificate
Setting detail
Setting detail
Installation equipment
Hilti HIT-RE 500
330 ml foil pack
(also available in 500 ml)
- Suitable for non-cracked concrete C 20/25 to C 50/60
- High loading capacity
- Suitable for dry and water saturated concrete
- Under water application
- Large diameter applications
- High corrosion resistant
- Long working time at elevated temperatures
- Odourless epoxy
Static mixer
Rebar
European technical approval DIBt, Berlin ETA-08/0105 / 2008-07-30
European technical approval DIBt, Berlin ETA-04/0027 / 2009-05-20
DIBt approval DIBt, Berlin Z-21.8-1790 / 2009-03-16
Fire test report IBMB Braunschweig 3357/0550-5 / 2002-07-30
Assessment report (fire) Warringtonfire WF 66402 / 2007-10-26
Description Authority / Laboratory No. / date of issue
Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40
12 14 16 18 20 25 32 35 40 45 55Nominal diameter ofdrill bit do [mm]
Data according ETA-04/0027, issue 2009-05-20 AdditionalHilti tech.
data
Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36
Rotary
Drilling tools
Other tools
TE 2 - TE 30
DD EC-1, DD 100 ... DDxxx
Compressed air gun or blow out pump, set of cleaning brushes, dispenser
TE 40 - TE 70
5. HIT-RE 500
5.1 Product information
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
Bore hole drilling
Drill Hole to the required embedment depth with a hammer drill set in rotationhammer
mode using an appropriately sized carbide drill bit.
Blow 4 times from the back of the hole (if needed with nozzle extension) with the
hand pump until return air stream is free of noticeable dust.
Valid for:
bore hole diameter d0 20 mm and
bore hole depth h0 20 d (element diameter) or h0 250 mm
Brush 4 times with the specified brush size (brush Ø ≥ bore hole Ø, see Table 7)
by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with
extension) in a twisting motion and removing it.
The brush must produce natural resistance as it enters the bore hole -- if not the
brush is too small and must be replaced with the proper brush diameter.
Blow again with hand pump 4 times until return air stream is free of noticeable
dust.
Bore hole cleaning
Just before setting an anchor, the bore hole must be free of dust and debris.
For under water application see Table 6 and 7, Annex 11
a) Manual Cleaning (MC)for bore hole diameters d0 20mm and limited bore hole depth h0
Blow 2 times from the back of the hole (if needed with nozzle extension) over the
hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return airstream is free of noticeable dust.
Brush 2 times with the specified brush size (brush Ø ≥ bore hole Ø, see Table 7)
by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with
extension) in a twisting motion and removing it.
The brush must produce natural resistance as it enters the bore hole -- if not the
brush is too small and must be replaced with the proper brush diameter.
Blow again with compressed air 2 times until return air stream is free of noticeable
dust.
b) Compressed air cleaning (CAC)
for all bore hole diameters d0 and all bore hole depth h0
5.2 Setting instruction
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Hilti HIT-RE 500Hilti HIT Injection System
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c) Cleaning for under water
for all bore hole diameters d0 and all bore hole depth h0
Injection preparation
Flush 2 times the hole by inserting a water hose (water-line pressure) to the back
of the hole until water runs clear.
Brush 2 times with the specified brush size (brush Ø ≥ bore hole Ø, see Table 7)
by inserting the steel brush Hilti HIT-RB to the back of the hole (if needed with
extension) in a twisting motion and removing it.
The brush must produce natural resistance as it enters the bore hole -- if not the
brush is too small and must be replaced with the proper brush diameter.
Flush again 2 times the hole by inserting a water hose (water-line pressure) tothe back of the hole until water runs clear.
Insert foil pack in foil pack holder. Never use damaged foil packs and/or
damaged or unclean foil pack holders. Attach new mixer prior to dispensing a
new foil pack (snug fit).
Tightly attach Hilti HIT-RE-M mixer to foil pack manifold. Do not modify the mixerin any way.
Make sure the mixing element is in the mixer. Use only the mixer supplied with
the adhesive
Insert foil pack holder with foil pack into HIT-dispenser. Push release trigger,
retract plunger and insert foil pack holder into the appropriate Hilti dispenser.
Discard initial adhesive. The foil pack opens automatically as dispensing is initiated.
Depending on the size of the foil pack an initial amount of adhesive has to be discarded.
Discard quantities are 3 strokes for 330 ml foil pack,
4 strokes for 500 ml foil pack and
65 ml for 1400 ml foil pack.
.
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Inject adhesive
from the back of the borehole without forming air voids
Inject the adhesive starting at the back of the hole, slowly withdrawing the mixerwith each trigger pull.
Fill holes approximately 2/3 full, or as required to ensure that the annular gap
between the anchor and the concrete is completely filled with adhesive along the
embedment length.
After injection is completed, depressurize the dispenser by pressing the release
trigger. This will prevent further adhesive discharge from the mixer.
Overhead installation and installation with embedment depth hef > 250mm
For overhead installation or under water application the injection is only possible
with the aid of extensions and piston plugs. Assemble HIT-RE-M mixer,
extension(s) and appropriately sized piston plug (see Table 7).
Insert piston plug to back of the hole and inject adhesive. During injection the
piston plug will be naturally extruded out of the bore hole by the adhesive pressure.
Under water application fill bore hole completely with mortar.
Working time and curing time for general condition
Data according ETA-04/0027, issue 2009-05-20
Temperature
of the base material
40 °C
30 °C to 39 °C
20 °C to 29 °C
15 °C to 19 °C
10 °C to 14 °C
5 °C to 9 °C
12 min 4 h 2 h
12 min 8 h 4 h
20 min 12 h 6 h
30 min 24 h 8 h
90 min 48 h 12 h
120 min 72 h 18 h
Working time in
which anchor can
be inserted and
adjusted tgel
Curing time before
anchor can be fully
loaded tcure
Preparation work
may continue.
Do not apply
design load. tcure, ini
Additional
Hilti technical data
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
edge distance
bar to bar spacing
length to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e
a n a t t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Cs1
s
lb
10
12-14
40
50
280.4
25
30-32
62.5
125
876.2
32
39-42
80
160
1121.5
40
48-52
100
200
1401.9
20
25-28
50
100
602.4
16
20-22
40
80
448.6
12
16-18
40
60
336.5
[mm]
[mm]
[mm]
[mm]
[mm]
80
100
120
140
160
180
200
220
250
300
320
350400
450
500
550
600
700
800
900
1000
1100
1200
1300
1400
Embedment depth Design loads in [kN/bar]
12.3
14.7 17.7
17.2 20.6
19.6 23.6 31.4
22.1 26.5 35.3
24.5 29.5 39.3 45.7
27.0 32.4 43.2 50.3
30.7 36.8 49.1 57.1 61.4
34.4 44.2 58.9 68.5 73.6
34.4 47.1 62.8 73.1 78.5 100.5
34.4 49.5 68.7 80.0 85.9 110.034.4 49.5 78.5 91.4 98.2 125.7 157.1
34.4 49.5 88.1 102.8 110.4 141.4 176.7
34.4 49.5 88.1 114.2 122.7 157.1 196.3
34.4 49.5 88.1 125.7 135.0 172.8 216.0
34.4 49.5 88.1 137.1 147.3 188.5 235.6
34.4 49.5 88.1 137.6 171.8 219.9 274.9
34.4 49.5 88.1 137.6 196.3 251.3 314.2
34.4 49.5 88.1 137.6 215.0 282.7 353.4
34.4 49.5 88.1 137.6 215.0 314.2 392.7
34.4 49.5 88.1 137.6 215.0 345.6 432.0
34.4 49.5 88.1 137.6 215.0 352.3 471.2
34.4 49.5 88.1 137.6 215.0 352.3 510.5
34.4 49.5 88.1 137.6 215.0 352.3 549.8
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm][mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
5.3 Precalculated value based on concrete splitting
Hilti HIT-RE 500 injection adhesive with Rebar application
Precalculated values based on BS8110 with ACI 318: Concrete Splitting Criteriafor Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
30 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +58°C)
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
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Hilti HIT-RE 500Hilti HIT Injection System
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bar size
drill bit size
edge distance
bar to bar spacing
length to develop yield
d e f o r m e d h
i g h b o n d r e i n f o r c i n g b a r s
l o a d s i n [ k N / b a r ] f o r r u
l i n g v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Cs1
s
lb
10
12-14
40
50
260.3
25
30-32
62.5
125
813.5
32
39-42
80
160
1041.3
40
48-52
100
200
1301.6
Embedment depth Design loads in [kN/bar]
20
25-28
50
100
559.3
16
20-22
40
80
416.5
12
16-18
40
60
312.4
[mm]
[mm]
[mm]
[mm]
[mm]
80100
120
140
160
180
200
220
250
300
320
350
400
450
500
550
600
700
800
900
1000
1100
1200
1300
1400
13.2
15.9 19.0
18.5 22.2
21.1 25.4 33.8
23.8 28.5 38.1
26.4 31.7 42.3 49.2
29.1 34.9 46.5 54.1
33.0 39.7 52.9 61.5 66.1
34.4 47.6 63.4 73.8 79.3
34.4 49.5 67.7 78.7 84.6 108.3
34.4 49.5 74.0 86.1 92.5 118.4
34.4 49.5 84.6 98.4 105.7 135.3 169.2
34.4 49.5 88.1 110.7 119.0 152.3 190.3
34.4 49.5 88.1 123.0 132.2 169.2 211.5
34.4 49.5 88.1 135.3 145.4 186.1 232.6
34.4 49.5 88.1 137.6 158.6 203.0 253.8
34.4 49.5 88.1 137.6 185.0 236.9 296.1
34.4 49.5 88.1 137.6 211.5 270.7 338.4
34.4 49.5 88.1 137.6 215.0 304.5 380.7
34.4 49.5 88.1 137.6 215.0 338.4 422.9
34.4 49.5 88.1 137.6 215.0 352.3 465.2
34.4 49.5 88.1 137.6 215.0 352.3 507.5
34.4 49.5 88.1 137.6 215.0 352.3 549.8
34.4 49.5 88.1 137.6 215.0 352.3 550.5
[mm][mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
Hilti HIT-RE 500 injection adhesive with Rebar application
Precalculated values based on BS8110 with ACI 318: Concrete Splitting Criteria
for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
35 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +58°C)
Note:
Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect or
engineer responsible for the project
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
chemical bond basedon ETA approval
length to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e
a n a t t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Fbd,po
lb
10
12-14
6.8
161.3
25
30-32
6.2
440.0
32
39-42
5.7
619.5
40
38-52
4.5
984.1
Embedment depth Design loads in [kN/bar]
20
25-28
6.2
352.0
16
20-22
6.2
281.6
12
16-18
6.8
193.6
[mm]
[mm]
[N/mm²]
[mm]
80
100
120
140
160
180
200
220
250
300
320
350400
450
500
550
600
700
800
900
1000
1100
1200
1300
1400
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm][mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
21.3
25.6 30.7
29.9 35.8
34.1 41.0 50.1
34.4 46.1 56.3
34.4 49.5 62.6 78.2
34.4 49.5 68.8 86.0
34.4 49.5 78.2 97.8 122.2
34.4 49.5 88.1 117.3 146.6
34.4 49.5 88.1 125.1 156.4 182.0
34.4 49.5 88.1 136.9 171.1 199.134.4 49.5 88.1 137.6 195.5 227.5 224.4
34.4 49.5 88.1 137.6 215.0 256.0 252.4
34.4 49.5 88.1 137.6 215.0 284.4 280.5
34.4 49.5 88.1 137.6 215.0 312.8 308.5
34.4 49.5 88.1 137.6 215.0 341.3 336.6
34.4 49.5 88.1 137.6 215.0 352.3 392.7
34.4 49.5 88.1 137.6 215.0 352.3 448.8
34.4 49.5 88.1 137.6 215.0 352.3 504.9
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
5.4 Precalculated value based on chemical bond
Hilti HIT-RE 500 injection adhesive with Rebar application
Precalculated values based on Chemical Bond Strengthfor Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
30 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +58°C)
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
chemical bond basedon ETA approval
length to develop yield
d e f o r m e d h
i g h b o n d r e i n f o r c i n g b a r s
l o a d s i n [ k N / b a r ] f o r r u
l i n g v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Fbd,po
lb
10
12-14
6.9
158.8
25
30-32
6.3
433.2
32
39-42
5.7
610.0
40
38-52
4.5
966.4
Embedment depth Design loads in [kN/bar]
20
25-28
6.3
346.6
16
20-22
6.3
277.3
12
16-18
6.9
190.6
[mm]
[mm]
[N/mm²]
[mm]
80100
120
140
160
180
200
220
250
300
320
350
400
450
500
550
600
700
800
900
1000
1100
1200
1300
1400
[mm][mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
21.7
26.0 31.2
30.3 36.4
34.4 41.6 50.8
34.4 46.8 57.2
34.4 49.5 63.5 79.4
34.4 49.5 69.9 87.4
34.4 49.5 79.4 99.3 124.1
34.4 49.5 88.1 119.1 148.9
34.4 49.5 88.1 127.1 158.8 184.8
34.4 49.5 88.1 137.6 173.7 202.2
34.4 49.5 88.1 137.6 198.6 231.0 227.9
34.4 49.5 88.1 137.6 215.0 259.9 256.4
34.4 49.5 88.1 137.6 215.0 288.8 284.8
34.4 49.5 88.1 137.6 215.0 317.7 313.3
34.4 49.5 88.1 137.6 215.0 346.6 341.8
34.4 49.5 88.1 137.6 215.0 352.3 398.8
34.4 49.5 88.1 137.6 215.0 352.3 455.7
34.4 49.5 88.1 137.6 215.0 352.3 512.7
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
34.4 49.5 88.1 137.6 215.0 352.3 550.5
Hilti HIT-RE 500 injection adhesive with Rebar application
Precalculated values based on Chemical Bond Strength
for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
35 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +58°C)
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect or
engineer responsible for the project
-
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Hilti HIT-RE 500Hilti HIT Injection System
for Rebar Applications
Concrete grade, f cu =
Chemical Bond strength, d ,b =
Bar diameter, Ø =
Steel yield strength, f yd =
edge distance, c =
bar to bar spacing, s =
Transverse reinforcement, Ktr =
C =
Splitting bond, sp,d =
if, (C+ Ktr ) /Ø < 2.5 :
if, (C+ Ktr ) /Ø > 2.5 :
Parameters
Installation condition =
Temperature =
Length to achieve yield =
dry concrete
Range II (-40°C to +80°C)
f yd As
min ( d ,sp ; d ,b ) d s
Application condition
Summary
* One number of Hilti HIT-RE 500 injection adhesive with rebar application is able to
achieve tensile capacity of 34.4 kN at embement depth of 500 mm with edge distance
of 40 mm and bar to bar spacing of 50 mm
Loading table based on difference embedment depth
30 N/mm²
6.79 N/mm² (ETA 04/0027)
10 mm
460 N/mm²
40 mm (min. edge distance 2.5Ø)
50 mm (min. spacing 5Ø)
0 ( assume no transerve
reinforcement influence)
min (S/2, c)
3.91 N/mm² (Accordance to ACI 318,
Concrete Splitting critieria)
= 280.4 mm
sp,d =
sp,d =
100 [mm] 12.3
120 [mm] 14.7
140 [mm] 17.2
160 [mm] 19.6
180 [mm] 22.1
200 [mm] 24.5
220 [mm] 27.0
250 [mm] 30.7
300 [mm] 34.4
350 [mm] 34.4
400 [mm] 34.4450 [mm] 34.4
Ø
D0
10
12-14
bar size
Drill bit size
d e f o r m e d h i g h b o n d r e i n f o r c i n g b a r s
l o
a d s i n [ k N / b a r ] f o r r u l i n g v a l u e s
s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t t i m e o f
i n s t a l l a t i o n
E m
b e d m e n t d e p t h / a n c h o r a g e : l i n s t
5.5 Design example for HIT-RE 500
Design Resistance for Hilti HIT-RE 500 injection adhesive with rebar diameter
10mm based on BS8110 with ACI318, Concrete Spliting Criteria for Standard application/simply supported elements
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect or
engineer responsible for the project
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
European
Technical
Approval
ETA-08/0105
EOTA – TR 023
Bodycote-
Warrington
Report No. 166402
SGK Report no: 02 015a
WRASNSF
MA3557/BANSI standard 61
3rd party test lab Certificate available
Criteria to check: Approval Ref. No: Approval
Body
“Work like cast-in” or better.
base on approval data.
5.6 Hilti specification guideline for HIT-RE 500
HIT-RE 500
HDM 500
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
Concrete
Small edgedistance
and spacing
Variableembedment
depth
CE
conformity
Fireresistance
EuropeanTechnical Approval
Approvedautomaticcleaning
while drilling
Corossiontested
Benefits
- Suitable for cracked and noncracked concrete C 20/25 to C 50/60.
- Approved automatic cleaning with the use of the hollow drill-bit
- High loading capacity, excellent handling
- HY 200-R version with extended curing time for rebar applications
- Small edge distance and anchor spacing possible
- Large diameter applications
- In service temperature range up to 120°C short term/72°C long term
- Manual cleaning for anchor size Ø8 to Ø16 and embedment depth hef
non-cracked concrete
- Embedment depth range: from 60 ... 160 mm for Ø8 to 128 ... 640 mm for Ø32
Hilti HIT-HY 200-R
500 ml foil pack
(also available in 330 ml)
Static mixer
Rebar
Approvals / certificates
Description Authority / Laboratory No. / date of issue
European technical approval a) DIBt, Berlin ETA-12/0083 / 2012-08-08
( HIT-HY 200-R )
Fire test report
a) All data given in this section according ETA-12/0083, issued 2012-08-08 andETA-11/0492, issued 2012-08-08.
CSTB, Paris 26033756
Setting details
Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32
12 14 16 18 20 25 32 35 40
(10)a) (12)a) (14)a)Nominal diameter of
drill bit do [mm]
Data according ETA-11/0493 and
ETA-12/0084, issue 2012-02-06
Setting details
Installation equipment
Anchor size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32
Rotary hammer
Other tools
TE 2 - TE 30
Compressed air gun or blow out pump, set of cleaning brushes,
dispenser
TE 40 - TE 70
6. HIT-HY 200
6.1 Product information
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
Working time and curing time for general condition
Hilti HIT-HY 200-RTemperature of the
base material
-10 °C to -5 °C
-4 °C to 0 °C
1 °C to 5 °C
6 °C to 10 °C
11 °C to 20 °C
21 °C to 30 °C
31 °C to 40 °C
3 hour 20 hour
2 hour 7 hour
1 hour 3 hour
40 min 2 hour
15 min 1 hour
9 min 1 hour
6 min 1 hour
Working time in whichanchor can be inserted
and adjusted twork
Curing time before anchorcan be loaded tcure
Bore hole drilling
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
method properly cleans the borehole and removes dust while drilling.
After drilling is complete, proceed to the “injection preparation” step in the
instructions for use.
The Hilti manual pump may be used for blowing out bore holes up to
diameters do ef .
Blow out at least 4 times from the back of the bore hole until return air
stream is free of noticeable dust
Brush 4 times with the specified brush size by inserting the steel brush Hilti
HIT-RB to the back of the hole (if needed with extension) in a twisting
motion and removing it.
The brush must produce natural resistance as it enters the bore hole -- if
not the brush is too small and must be replaced with the proper brush
diameter.
Blow out again with manual pump at least 4 times until return air stream is
free of noticeable dust.
Bore hole cleaning
Just before setting an anchor, the bore hole must be free of dust and debris.
Drill Hole to the required embedment depth with a hammer drill set in
rotation-hammer mode using an appropriately sized carbide drill bit.
a) Manual Cleaning (MC) non-cracked concrete only
for bore hole diameters do o
6.2 Setting instruction
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
Compressed air cleaning (CAC)
for all bore hole diameters d0 and all bore hole depth h0
Injection preparation
Inject adhesive from the back of the borehole without forming air voids
Drill hole to the required embedment depth with an appropriately sized HiltiBlow 2 times from the back of the hole (if needed with nozzle extension)
over the hole length with oil-free compressed air (min. 6 bar at 6 m³/h) until
the compressor must supply a minimum air flow of 140 m³/hour.
Brush 2 times with the specified brush size by inserting the steel brush Hilti
HIT-RB to the back of the hole (if needed with extension) in a twisting
motion and removing it.
The brush must produce natural resistance as it enters the bore hole -- if
not the brush is too small and must be replaced with the proper brush
diameter.
Blow again with compressed air 2 times until return air stream is free ofnoticeable dust.
Tightly attach new Hilti mixing nozzle HIT-RE-M to foil pack manifold (snug
fit). Do not modify the mixing nozzle. Observe the instruction for use of the
dispenser. Check foil pack holder for proper function. Do not use damaged
foil packs / holders. Swing foil pack holder with foil pack into HIT -
dispenser.
Discard initial adhesive. The foil pack opens automatically as dispensing is
initiated. Depending on the size of the foil pack an initial amount of
adhesive has to be discarded.
Discard quantities are
Inject the adhesive starting at the back of the hole, slowly withdrawing the
to ensure that the annular gap between the anchor and the concrete iscompletely filled with adhesive along the embedment length.
Overhead installation and installation with embedment depth hef > 250mm.
For overhead installation the injection is only possible with the aid of
extensions and piston plugs. Assemble HIT-RE-M mixer, extension(s) andappropriately sized piston plug. Insert piston plug to back of the hole and
inject adhesive. During injection the piston plug will be naturally extruded
out of the bore hole by the adhesive pressure.
After injection is completed, depressurize the dispenser by pressing the
release trigger. This will prevent further adhesive discharge from the mixer.
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
edge distance
bar to bar spacinglength to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g
b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g
v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t
t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Cs1
slb
10
12-14
40
50280.4
25
30-32
62.5
125876.2
32
39-42
80
1601121.5
20
25-28
50
100602.4
16
20-22
40
80448.6
12
16-18
40
60336.5
[mm]
[mm]
[mm]
[mm][mm]
80
100
120
140
160
180
200
220
250
300
320
Embedment depth Design loads in [kN/bar]
12.3
14.7 17.7
17.2 20.6
19.6 23.6 31.4
22.1 26.5 35.3
24.5 29.5 39.3 45.7
27.0 32.4 43.2 50.3
30.7 36.8 49.1 57.1 61.4
34.4 44.2 58.9 68.5 73.6
34.4 47.1 62.8 73.1 78.5 100.5
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
6.3 Precalculated value based on concrete splitting
Hilti HIT-HY 200-R injection adhesive with Rebar application
Precalculated values based on BS8110 with ACI 318: Concrete Splitting Criteria for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
30 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +80°C)
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
-
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
edge distance
bar to bar spacing
length to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g
b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g
v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t
t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Cs1
s
lb
10
12-14
40
50
260.3
25
30-32
62.5
125
813.5
32
39-42
80
160
1041.3
20
25-28
50
100
559.3
16
20-22
40
80
416.5
12
16-18
40
60
312.4
[mm]
[mm]
[mm]
[mm]
[mm]
80
100
120
140
160
180
200
220
250
300
320
Embedment depth Design loads in [kN/bar]
13.2
15.9 19.0
18.5 22.2
21.1 25.4 33.8
23.8 28.5 38.1
26.4 31.7 42.3 49.2
29.1 34.9 46.5 54.1
33.0 39.7 52.9 61.5 66.1
34.4 47.6 63.4 73.8 79.3
34.4 49.5 67.7 78.7 84.6 108.3
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
Hilti HIT-HY 200-R injection adhesive with Rebar application
Precalculated values based on BS8110 with ACI 318: Concrete Splitting Criteria
for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
35 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +80°C)
Note:
Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
-
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23/3422
Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
chemical bond based on
ETA approvallength to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g
b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g
v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t
t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Fbd,po
lb
10
12-14
6.7
164.3
25
30-32
6.7
410.7
32
39-42
6.7
525.7
20
25-28
6.7
328.6
16
20-22
6.7
262.9
12
16-18
6.7
197.1
80
100
120
140
160
180
200
220
250
300
320
Embedment depth Design loads in [kN/bar]
20.9
25.1 30.2
29.3 35.2
33.5 40.2 53.6
34.4 45.2 60.3
34.4 49.5 67.0 83.8
34.4 49.5 73.7 92.2
34.4 49.5 83.8 104.7 130.9
34.4 49.5 88.1 125.7 157.1
34.4 49.5 88.1 134.0 167.6 214.5
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
6.4 Precalculated value based on chemical bond
Hilti HIT-HY 200-R injection adhesive with Rebar application
Precalculated values based on Chemical Bond Strength for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
30 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +80°C)
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect or
engineer responsible for the project
-
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24/3423
Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
bar size
drill bit size
chemical bond based on
ETA approval
length to develop yield
d e f o r m e d h i g h b o n d r e i n f o r c i n g
b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g
v a l u e s s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t
t i m e o f i n s t a l l a t i o n
a n c h o r a g e : l i n s t
Ø
D0
Fbd,po
lb
10
12-14
6.7
164.3
25
30-32
6.7
410.7
32
39-42
6.7
525.7
20
25-28
6.7
328.6
16
20-22
6.7
262.9
12
16-18
6.7
197.1
80
100
120
140
160
180
200
220
250
300
320
Embedment depth Design loads in [kN/bar]
20.9
25.1 30.2
29.3 35.2
33.5 40.2 53.6
34.4 45.2 60.3
34.4 49.5 67.0 83.8
34.4 49.5 73.7 92.2
34.4 49.5 83.8 104.7 130.9
34.4 49.5 88.1 125.7 157.1
34.4 49.5 88.1 134.0 167.6 214.5
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
[mm]
Hilti HIT-HY 200-R injection adhesive with Rebar application
Precalculated values based on Chemical Bond Strength
for Standard application/simply supported elements
Design Resistance for concrete grade (Fcu) =
Steel yield strength =
Installation condition =
Temperature =
35 N/mm²
460 N/mm²
dry concrete
Range II (-40°C to +80°C)
Note:
Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
-
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Hilti HIT-HY 200Hilti HIT Injection System
for Rebar Applications
Concrete grade, f cu =
Chemical Bond strength, d ,b =
Bar diameter, Ø =
Steel yield strength, f yd =
edge distance, c =
bar to bar spacing, s =
Transverse reinforcement, Ktr =
C =
Splitting bond, sp,d =
if, (C+ Ktr ) /Ø < 2.5 :
if, (C+ Ktr ) /Ø > 2.5 :
Parameters
Installation condition =
Temperature =
Length to achieve yield =
dry concrete
Range II (-40°C to +80°C)
f yd As
min ( d ,sp ; d ,b ) d s
Application condition
Summary
* One number of Hilti HIT-HY 200 injection adhesive with rebar application is able to
achieve tensile capacity of 34.4 kN at embement depth of 300 mm with edge distance
of 40 mm and bar to bar spacing of 50 mm
30 N/mm²
6.67 N/mm² (ETA 12/0084)
10 mm
460 N/mm²
40 mm (min. edge distance 2.5Ø)
50 mm (min. spacing 5Ø)
0 ( assume no transerve
reinforcement influence)
min (S/2, c)
3.91 N/mm² (Accordance to ACI 318,
Concrete Splitting critieria)
= 280.4 mm
sp,d =
sp,d =
80 [mm]
100 [mm] 12.3
120 [mm] 14.7
140 [mm] 17.2
160 [mm] 19.6
180 [mm] 22.1
200 [mm] 24.5
220 [mm] 27.0
250 [mm] 30.7
300 [mm] 34.4
320 [mm] 34.4
Ø
D0
10
12-14
bar size
Drill bit size
Loading table based on difference embedment depth
d
e f o r m e d h i g h b o n d r e i n f o r c i n g b a r s
l o a d s i n [ k N / b a r ] f o r r u l i n g v a l u e s
s t e e l , b o n d a n d c o n c r e t e
p r e - d r i l l e d h o l e t o b e c l e a n a t t i m e o f
i n s t a l l a t i o n
E m b e d m e n t d e p t h / a n c h o r a g e : l i n s t
6.5 Design example for HIT-HY 200
Design Resistance for Hilti HIT-HY 200-R injection adhesive with rebar diameter
10mm based on BS8110 with ACI318, Concrete Spliting Criteria for Standard application/simply supported elements
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility
The calculation shown are proposals only and should be finally checked and approved by architect orengineer responsible for the project
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Criteria to check: Approval Ref. No: Approval
Body
E A 12/0083
EO A – R 023
CSTB Report No. 26033756
SGK R :
3
6.6 Hilti specification guideline for HIT-HY 200
HIT-HY 200
HDM 500
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The outperforming HIT The extra-reliable HIT
Hilti HIT-RE 500 Hilti HIT-HY 200
Bond strength
Permissible rebar diameter
range
8 – 40 mm 8 – 32 mm
Working time in Malaysia 12 min 6 min
Curing time in Malaysia 8 h 1 h
Suitable for water-filled holes
and underwater use
Drilling method: hammer drilling
Drilling method: diamond drilling
(Coring)
European Technical Approval
(ETA)
ETA-08/0105 ETA-12/0083
Fire resistance tested and
approved
Yes
No
Legend:
7. Differences of HIT-RE 500
and HIT-HY 200
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The Hilti PROFIS Ferroscan software
shows the position coverage and size of
transverse and longitudinal reinforcement
clearly.
8. Hilti service for engineers
Technical adviceHilti’s qualified engineers and technicians provide consulting, support and advice free ofcharge. They’ll be pleased to answer any question on the subject of post-installed rebar
connections – on the phone, at your office or on site as per your convenience.
Anchor Fastening Technology ManualThis technical manual provides a wealth of information and practical examples of post-
installed rebar connections as well as all the technical data for the Hilti HIT system for your
easy reference.
User trainingBy providing special training, Hilti ensures that rebar installation personnel know how touse the HIT system in accordance with the proper procedures so that post-installed rebar
connections can be made correctly.
Pull-out testsHilti offers the possibility of carrying out on-site rebar pull-out tests to validate expected
loads.
Rebar analysisThe Hilti PS 200 Ferroscan System provides information about existing reinforcement by
determining its position, diameter and depth of coverage without the need for destructive
procedures such as removal of concrete. Hilti PROFIS Ferroscan software simplifies the job
of analyzing the data obtained.
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9. Hilti solutions for post-installedrebar connections
DesignOur dedicated and professional engineers provide you comprehensive, technical
and engineering advice, design proposals, technical seminars, on-site testing and
installation guidance in your ofce or at your jobsite.
DetectionFor the rapid detection, localization and documentation of reinforcement for the
purpose of avoiding cutting through statically-relevant rebars. Also allows verification of
reinforcement where plans no longer exist. (Ferroscan PS 200)
DrillingDrill faster and more safely with Hilti combihammers and extra-rugged Hilti hammer drill
bits or with Hilti high-performance diamond coring systems. (TE70, DD200)
CleaningHilti HIT Profis Rebar sets keep all the required cleaning accessories conveniently at
hand.
Cutting
Hilti angle grinders featuring Smart Power and fitted with Hilti AC-D cutting discs are
ideal for cutting rebars to length. Alternatively, Hilti cordless reciprocating saws provide
total mobility.
SettingMake a quick, easy, professional job of post-installed rebar connections – with Hilti HIT
injectable mortars and efficient Hilti dispensers.
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10. Frequently asked questions
a.) Why is it important not only to specify mortar but the overall application?
Post-installed rebar connections typically have signicant embedment lengths. Theequipment used must therefore allow drilling to be carried out accurately, avoiding crossing
with neighboring holes. If dust remains on the walls of the holes drilled, bond strength as
specied cannot be achieved. The holes must therefore be properly cleaned along their
entire length using a steel brush tted to an electric drill.
Injection without creation of air pockets and bubbles is possible only when it’s done from the
bottom of the hole and when mixer extensions and “piston” plugs are used. Air bubbles may
cause pressure to build up when the rebar is inserted into the adhesive. This pressure can
become so high that the adhesive is squirted out of the hole towards the worker, causing a
hazard. Air can also inhibit proper curing of the adhesive and, last but not least, the presence
of air impedes bonding, reducing the effective bonding length.
b) What does a European Technical Rebar Approval attest to an adhesive?
The product has passed a number of acceptance tests proving that the behavior of post-installed rebar connections is at least comparable to that of cast-in-place rebar connections
(comparable load transfer with a comparable load-displacement behavior) under various
conditions.
c.) Which conditions are assessed for a European Technical Rebar Approval? Bond
strength in different grades of concrete, substandard hole cleaning, wet concrete, sustained
load and temperature inuence, freeze-thaw conditions, different installation directions,
maximum embedment depth, avoidance of air bubbles during injection, durability (corrosion,
chemical attack).
d.) The acceptance tests don’t include re or fatigue loads. Can loads of this kind be
taken up by post-installed reinforcement?
It’s true that the adhesive forms a layer between the concrete and rebar, which may
result in cast-in-place and post-installed rebar connections having signicantly different
characteristics under such conditions. Hilti has performed specic research on these loading
conditions and can provide corresponding design recommendations.
e.) What’s the main difference between cast-in-place and post-installed reinforcement?
While detailing of cast-in-place reinforcement often requires bends or hooks or welded-on
transverse reinforcement, post-installed reinforcement is limited to straight bar ends because
only straight holes can be drilled.
f.) What’s the advantage of the Hilti HIT Rebar Design Method for post-installed
anchorage where depth is limited, e.g. when connecting a slab to a wall?
With cast-in reinforcement, anchorage length can be reduced by using hooks or weldedtransverse reinforcement, which is not possible with post-installed reinforcement. Hilti
adhesives, however, usually provide higher bond strength than that specied in building
codes for cast-in-place reinforcement. Since such applications have a large concrete cover,
the designer can take advantage of the high bond strength of the adhesive by reducing the
anchorage length signicantly.
g.) How can moment-resisting connections be designed for post-installed
reinforcement?
Such connections normally require bends in the connecting reinforcement. The Hilti HIT
Rebar Design Method includes a strut-and-tie model for the design of moment-resisting
connections with post-installed straight bars anchored using Hilti adhesives. Laboratory
tests have proven this model to be correct and it has been assessed by independent experts.
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h.) How can concrete members under tension be connected using post-installed
rebars?
Reinforcement in such members is usually hooked back by bending it around the
perpendicular reinforcement in the base member which, again, isn’t possible with post-installed reinforcement. As a highly experienced specialist in the eld of anchoring to
concrete, Hilti is well qualied to provide recommendations on how these principles should
be used to connect such members. It should be noted that due to the possibility of concrete
cone breakout failure, the design of connections of this kind must take brittle failure mode
into account as it is done in Hilti PROFIS Rebar 2.0
i.) Can the post-installation technology also be used for shear reinforcement?
Although this topic is still under research, Hilti already offers well-proven solutions for post-
installed shear interface reinforcement and for post-installed punching shear reinforcement.
Please ask Hilti Technical Service for details.
Our qualified and experienced account managers, design engineers and customer
service representatives are at your service. Anytime.
For more information, please call us.
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• Baby G-Hotel, Penang
• Bakun Dam, Sarawak
• B. Braun Medical Industries, Penang
• Berjaya Central Park, Kuala Lumpur• Capital Square, Kuala Lumpur
• CIMB Tower (KL Sentral, Lot A), Kuala Lumpur
• Custom & Immigration Quarantine Complex, Johor
• Da:Men, Petaling Jaya
• DNP Plaza, Kuala Lumpur
• Electried Double Track Project
• First Solar Malaysia, Kulim
• Four Seasons Hotel, Kuala Lumpur
• G-Hotel, Penang
• Government Headquarter, Putrajaya
• IB Tower, Kuala Lumpur
• Icon City, Petaling Jaya
• Icon Residence, Mont Kiara
• Infenion, Kulim• Jaya One Building, Petaling Jaya
• JKR Headquarter (KKR2), Johor
• KLCC Convention Center, Kuala Lumpur
• KL Monorail Project
• KL Gateway, Kuala Lumpur
• Kompleks Tabung Haji, Putrajaya
• Kuala Lumpur International Airport (KLIA)
• Kuala Lumpur International Airport 2 (KLIA2)
• Kuantan Port Consortium Extension
• KWSP Building, Alor Setar
• Legoland Nusajaya, Johor
• Light Rail Transit Extension
• Manjung Power Plant
• M City, Kuala Lumpur• Metro Rapid Transit Project
• Mid Valley II
• Nu Sentral (KL Sentral, Lot G), Kuala Lumpur
• Pavillion, Kuala Lumpur
• Penang Bridge 2nd Link (P2x)
• Penang Bridge Extension
• Pinewoods Iskandar Malaysia Studio, Johor
• Prai Power Station
• Public Mutual Tower, Kuala Lumpur
• Queensbay Mall, Penang
• Sepangga Bay, Sabah
• SMART Tunnel, Kuala Lumpur
• St. Regis (KL Sentral, Lot C), Kuala Lumpur
• Sunway Pyramid Hotel, Petaling Jaya
• Sunway Pyramid 2, Petaling Jaya
• Sunway Velocity, Kuala Lumpur
• Taiping Water Head Refurbishment, Perak
• Tapah Prison, Perak
• Teluk Gong Power Plant
• The Troika, Kuala Lumpur
• Times Square, Kota Kinabalu
• Tropicana City, Petaling Jaya
• Universiti Malaysia Sarawak, Sarawak
• Uptown Residence, Petaling Jaya
• Vale’s Iron Ore Distribution Hub, Perak
• Vision City (Quill Mall), Kuala Lumpur
• W Hotel, Kuala Lumpur
KL Convention Centre,
KL
Nu Sentral,
KL
Queensbay Mall,
Penang
Mid Valley - The Gardens,
KL
Government Headquaters,
Putrajaya
KL Pavilion, KL
11. Project reference in Malaysia
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