Hilti HIT System - Rebar Hand Out

Hilti HIT

injection system

Post-installed

rebar design for

Hilti HIT-RE 500

and HIT-HY 200

1

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

4

6

7

17

27

29

31

26

28

78

11131516

171820222425

2


for Rebar Applications Hilti HIT injection system


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 require

hooks 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.

3



Strut-and-tie modeling of frame node

connections 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 cover

limit 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 in

German).

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.

4



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 especially

the 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.

Scope

The 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 to

determine 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 steel

due 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

5



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

6



4. HIT dispenser and mixer platform

HIT-RE-M Mixer

for HIT-RE 500 all sizes

for HIT-HY 200 all sizes Mix

er

Ca

rtri

dg

es

Ca

rtri

dg

e h

old

er

Dis

pe

nse

r

HDM 330 HDM 500 HDE

330ml

cartridge holder

500 ml

cartridge holder

330 ml

500 ml

7



ConcreteSmall edge

distance

and spacing

Variable

embedment

depth

Diamond

drilled

holes

CE

conformity

Fire

resistance

European

Technical

Approval

DIBt

approval

Drinking

water

appovedCorossion

tested

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 of

drill bit do [mm]

Data according ETA-04/0027, issue 2009-05-20AdditionalHilti 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

8



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 air

stream is free of noticeable dust.






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

9



c) Cleaning for under water


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.






Flush again 2 times the hole by inserting a water hose (water-line pressure) to

the 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 mixer

in 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.

.

10



Inject adhesive

from the back of the borehole without forming air voids

Inject the adhesive starting at the back of the hole, slowly withdrawing the mixer

with each trigger pull.

Fill holes approximately 2/3 full, 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

11



bar size

drill bit size

edge distance

bar to bar spacing

length to develop yield

de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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

350

400

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 85.9 110.0

34.4 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 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 +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

12



bar size

drill bit size

edge distance

bar to bar spacing


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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

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]







Temperature =

35 N/mm²

460 N/mm²

dry concrete





13



bar size

drill bit size

chemical bond basedon ETA approval


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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

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]

21.3

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 88.1 136.9 171.1 199.1

34.4 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


Precalculated values based on Chemical Bond Strength





Temperature =

30 N/mm²

460 N/mm²

dry concrete





14



bar size

drill bit size

chemical bond basedon ETA approval


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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]

80

100

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







Temperature =

35 N/mm²

460 N/mm²

dry concrete





15



Concrete grade, fcu =

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


Temperature =

Length to achieve yield =

dry concrete


f yd As

min ( d ,sp ; d ,b ) ds

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] 34.4

450 [mm] 34.4

Ø

D0

10

12-14

bar size

Drill bit size

de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es

ste

el, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f

insta

lla

tio

n

Em

be

dm

en

t d

ep

th /

an

ch

ora

ge

: l in

st

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





16

Hilti HIT-HY 200Hilti HIT Injection System


European

Technical

Approval

ETA-08/0105

EOTA – TR 023

Bodycote-

Warrington

Report No. 166402

SGK Report no: 02 015a

WRAS

NSF

MA3557/B

ANSI 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

17



Concrete

Small edge

distance

and spacing

Variable

embedment

depth

CE

conformity

Fire

resistance

European

Technical

Approval

Approved

automatic

cleaning

while drilling

Corossion

tested

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 and

ETA-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

18



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

19



Compressed air cleaning (CAC)


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 Hilti

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

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 of

noticeable 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 is

completely 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) and

appropriately 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.

20



bar size

drill bit size

edge distance

bar to bar spacing


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g

va

lue

s s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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

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


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






Temperature =

30 N/mm²

460 N/mm²

dry concrete





21



bar size

drill bit size

edge distance

bar to bar spacing


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g

va

lue

s s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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]







Temperature =

35 N/mm²

460 N/mm²

dry concrete





22



bar size

drill bit size

chemical bond based on

ETA approval


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g

va

lue

s s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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







Temperature =

30 N/mm²

460 N/mm²

dry concrete





23



bar size

drill bit size

chemical bond based on

ETA approval


de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g

va

lue

s s

tee

l, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f in

sta

lla

tio

n

an

ch

ora

ge

: l in

st

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


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]







Temperature =

35 N/mm²

460 N/mm²

dry concrete





24



Concrete grade, fcu =

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


Temperature =

Length to achieve yield =

dry concrete


f yd As

min ( d ,sp ; d ,b ) ds

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

de

form

ed

hig

h b

on

d r

ein

forc

ing

ba

rs

loa

ds in

[k

N/b

ar]

fo

r ru

lin

g v

alu

es

ste

el, b

on

d a

nd

co

nc

rete

pre

-dri

lle

d h

ole

to

be

cle

an

at

tim

e o

f

insta

lla

tio

n

Em

be

dm

en

t d

ep

th /

an

ch

ora

ge

: l in

st

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





Hilti HIT injection system


25

Hilti HIT Injection System




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

26

Basic of post-installed

rebar connections



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

27


rebar connectionsHilti HIT injection system




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 of

charge. 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 to

use 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.

28


rebar connections



9. Hilti solutions for post-installed rebar 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 of ce or at your jobsite.

Detection For 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.

CuttingHilti 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.

29






10. Frequently asked questions

a.) Why is it important not only to specify mortar but the overall application?

Post-installed rebar connections typically have signi cant embedment lengths. The

equipment 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

speci ed 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 in uence, 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 signi cantly different

characteristics under such conditions. Hilti has performed speci c 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 welded

transverse reinforcement, which is not possible with post-installed reinforcement. Hilti

adhesives, however, usually provide higher bond strength than that speci ed 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 signi cantly.

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.

30


rebar connections



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 quali ed 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.

31






• 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

• Electri ed 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

32


rebar connections



Hilti. Outperform. Outlast.

Toll Free:1-800-88-0985

Hilti (Malaysia) Sdn. Bhd. (157721-A)

Head Office

Level 5-A, Block F, Oasis Square Ara Damansara,

47301 Petaling Jaya, Selangor, Malaysia.

E [email protected] I www.hilti.com.my

Sm

art

Hig

hw

ay

HELP College of

Arts & Technology

One-Stop Serviced

Residence & OfficeSnior

Sdn Bhd

The Curiousity

Shop

Priton Edar

Jabatan

Perkhimatan

Pos

City Campus

Lodge

Jalan

Met

ro P

udu

2

Jala

n Sun

gai B

esi

Jalan Loke Yew

Jalan Loke Yew

Jalan Metro Pudu

Jala

n Sun

gai B

esi

Jalan PJS 11/8

Jalan PJS 11/2

Jalan PJS 11/2Lebuhraya Pantai Baru

Jalan PJS 11/14

RockCafe

SunwayUniversity CollegeApartment Hostel

Petron

Sunway Pyramid

Monash UniversitySunway Campus

Jala

n P

JS

11/6

Jala

n P

JS

11/7

Jala

n P

JS

Jala

n P

JS

11/1

Jalan PJS 11/10

Jalan PJS 11/12

Jalan PJS 11/7Jalan PJS 11/16

Jalan PJS 11/18

Jalan PJS 11/20

Jala

n P

JS

11/3

Jalan Sungai

Lebuh Sandilands

Lebuh Herriot

Jala

n B

rick K

linJala

n B

rick K

lin

Jalan C. Y. Choy

Jala

n C

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hoy

Cecil Street

Market

Aquanauts

Sdn BhdAsb

Leh aluminium

& Engineering

Menara

Perdana

Adoma

Silver

Rumah

Penyembelihan

Bandaraya

Adora Gold

Halaman Kikik

Tingkat Kikik 5

Medan Kikik 1

Med

an K

ikik

1

Medan Kikik 1

Hard Ware

Food court

KFCMagnum 4D

TOTO

Leburaya Lingkaran Luar Butterworth

Hotel 193

Grand

Hallmark

Al Rajhi Bank

Johor Bahru

ShellBhpetrol

Creative Music

Enrichment

Centre

Pusat Tuisyen

Alfa Berjaya

Zhi Sian Japanese

Food Restaurant

Pusat Tuisyen

Fokus Perintis

Jalan

Mol

ek 1

/10

an M

olek

2/5

Jalan

Persiar

an M

olek

Uta

ma

Jalan

Mol

ek 2

/3

Jalan

Mol

ek 2

/1

Jalan Molek 2/2

Jalan Molek 2/17

n Molek 2/2

Jalan Masai B

aru

Jalan Ros M

erah 4/13

Jalan Persiaran Molek

Selas

ar L

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Persia

ran T

awas

Per

ma g Taw

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Hala

Loke L

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Tingka

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Lim

Jaan

Kual

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gsar

Perak Tong

Temple

Lorong Ir

amanis

Lorong Iramanis

Lorong Iramanis 1

Lorong Iramanis 3

ramanis 2

Lorong Bunga Raja 4

Bunga Raja 3

Jalan Lintas

RHB

Jalan Sherip Masahor

Lo

rong

Tam

an S

eng

Go

on 3

d

Jala

n D

atu

k T

aw

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Lo

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3c

Chef!s

Delicious

THE PETS

CONCEPT

HOUSE

Terminal

Bus Kuching

Biaramas

Bus Station

Hin Guan Motor

Trading Co

Lorong Hua Joo Park 8

Lorong Burung Lilin

Jala

n D

atu

k A

mar K

alo

ng

Nin

gkan

Jalan Tai Shin Jar

Jalan H

ua J

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Park

* Petaling Jaya :9 & 11, Jalan PJS 11/20, Bandar Sunway,46150 Petaling Jaya, Selangor.Toll Free : 1800-880-985 Fax: 03-5632 1527

Kuala Lumpur :Fraser Business Park, 50, Jalan Metro Pudu Off Jalan Yew, 55100 Kuala LumpurTel : 03-9221 0800 Fax: 03-9221 0700

* Perai :147-GF, Ground Floor, Medan Kikik 1, Taman Inderawasih,13600 Perai, PenangTel : 04-380 0360 Fax: 04-380 0366

Penang :268, Jalan Gurdwara, 10300 PenangTel : 04-262 2360/ 263 9766Fax: 04-261 0164

* Kuching :Lot 12375, Block 16, Jalan Datuk Tawi Sli,93250 Kuching, Sarawak.Tel : 082-416 661 Fax: 082-237 661

Ipoh :No. 476, Jalan Kuala Kangsar, Taman Loke Lim(Nearby Perak Cave), 30010 Tasek, Ipoh, Perak.Tel : 05-219 8475 Fax: 05-291 8475

* Kota Kinabalu :Lot 23, Grd Flr, (DBKK Shop No. 28-0),Blk D, Iramanis Ctr, Ruang Iramanis,Jalan Lintas, 88450 Kota Kinabalu, Sabah.Tel : 088-380 521 Fax: 088-383 521

Johor Bahru :27, Jalan Molek 2/1, Taman Molek,81100 Johor Bahru.Tel : 07-355 1759 Fax: 07-355 1739

* with Repair Service

Documents

Hilti HIT System - Rebar Hand Out