Hilti HIT-HY 200-R V3 User manual

HILTI HIT-HY 200-R V3
INJECTION MORTAR
ETA-19/0665 (22.01.2020)
Deutsch
English
21-38
2-19
Polski 59-78
French 40-57

ETA 19/0665 v03 of 22/01/2020 page 1 of 18
Istituto per le Tecnologie
della Costruzione
Consiglio Nazionale delle Ricerche
Via Lombardia 49 - 20098 San Giuliano Milanese –Italy
tel: [phone] –Telefax: [phone]
e-mail: [e-mail]
EOTA Member
www.eota.eu
European Organisation for
Technical Assessment
Organisation Européenne
pour l’évaluation technique
European Technical Assessment ETA 19/0665 of 22/01/2020
GENERAL PART
Trade name of the construction product
Hilti HIT-HY 200-R V3
Product family to which the construction
product belongs
PAC 33: FIXINGS
Post-Installed Reinforcing Bar (Rebar)
Connections with Improved Bond-Splitting
Behaviour Under Static Loading
Manufacturer
Hilti Corporation
Feldkircherstrasse 100
9494 Schaan | Liechtenstein
Manufacturing plant
Hilti Corporation
This European Technical Assessment
contains:
18 pages, including 10 annexes which form
an integral part of this assessment
This European Technical Assessment is
issued in accordance with Regulation (EU)
n° 305/2011, on the basis of
EAD 332402-00-0601 –Post-Installed
Reinforcing Bar (Rebar) Connections with
Improved Bond-Splitting Behaviour Under
Static Loading
This version replaces
ETA 19/0665 (version 02) of 03/12/2019
The European Technical Assessment is issued by ITC-CNR in English language. Translations of this
European Technical Assessment into other languages shall fully correspond to the original issued document
and should be identified as such. Communication of this European Technical Assessment, including
transmission by electronic means, shall be in full (excepted the confidential Annex(es) referred to above).
However, partial reproduction can be made with the written consent of ITC-CNR (issuing Technical
Assessment Body). In this case partial reproduction has to be designated as such.
Designated
according to
Article 29 of
Regulation (EU)
N° 305/2011.

ETA 19/0665 v03 of 22/01/2020 page 2 of 18
SPECIFIC PARTS
1. TECHNICAL DESCRIPTION OF THE PRODUCT
The injection system Hilti HIT-HY 200-R V3 is a post-installed rebar system consisting of a foil pack
with injection mortar Hilti HIT-HY 200-R V3 and a reinforcing bar.
The steel element is placed into a drilled hole filled with injection mortar and is anchored via the
bond between steel element, injection mortar and concrete.
The product description, with reference to its components, is given in Annex A.
2. SPECIFICATION OF THE INTENDED USE IN ACCORDANCE WITH EUROPEAN
ASSESSMENT DOCUMENT N° 332402-00-0601 (hereinafter EAD)
The Hilti HIT-HY 200-R V3 is intended to be used in reinforced or unreinforced normal weight, non-
carbonated concrete without fibres C20/25 to C50/60 according to EN 206:2013+A1:2016 and which
are allowed with straight deformed post-installed reinforcing bars (rebars) according to EOTA TR
069.
Concerning product packaging, transport and storage it is the responsibility of the manufacturer to
undertake the appropriate measures and to advise his clients on the transport and storage, as he
considers necessary in order to reach the declared performances.
The information about installation is provided with the technical documentation from the
Manufacturer and it is assumed that the product will be installed according to it or (in absence of
such instructions) according to the usual practice of the building professionals.
The specifications and conditions given by the manufacturer are summarized in Annex B.
The performances assessed in this European Technical Assessment, according to the applicable
EAD, are based on an assumed intended working life of at least 50 years, provided that the
conditions for the installation, packaging, transport, storage, installation as well as appropriate use,
maintenance and repair are met. The indications given on the working life cannot be interpreted as a
guarantee given by the manufacturer, but are to be regarded only as a means for choosing the right
products in relation to the expected economically reasonable working life of the works.

ETA 19/0665 v03 of 22/01/2020 page 3 of 18
3. PERFORMANCE OF THE PRODUCT AND REFERENCES TO THE METHODS USED FOR
ITS ASSESSMENT
The tests for performance assessment of Hilti HIT-HY 200-R V3 were carried out in compliance with
EAD 332402-00-0601 according to the test methods reported herein, as well for what concerns
sampling, conditioning and testing provisions.
3.1 MECHANICAL RESISTANCE AND STABILITY (BWR 1)
#
Essential characteristic
Performance
1
Resistance to combined pull-out and
concrete failure in uncracked concrete
See Annex C1
2
Resistance to concrete cone failure
See Annex C1
3
Robustness
See Annex C1
4
Resistance to bond-splitting failure
See Annex C1
5
Influence of cracked concrete on resistance
to combined pull-out and concrete failure
See Annex C1
4. ASSESSMENT AND VERIFICATION OF CONSTANCY OF PERFORMANCE (AVCP)
SYSTEM APPLIED, WITH REFERENCE TO ITS LEGAL BASE
In accordance with the European Assessment Document EAD No. 332402-00-0601 the applicable
European legal act is: Decision 1996/582/EC.
The AVCP system to be applied is: 1
5. TECHNICAL DETAILS NECESSARY FOR THE IMPLEMENTATION OF THE AVCP
SYSTEM, AS PROVIDED FOR IN EAD 332402-00-0601
Technical details necessary for the implementation of the AVCP system are laid down in the Control
Plan deposited at ITC-CNR.
Issued in San Giuliano Milanese, Italy on 22/01/2020
by ITC –CNR
Professor Antonio Occhiuzzi
Director of ITC-CNR

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Product description: Injection mortar and steel elements
Injection mortar Hilti HIT-HY 200-R V3:hybrid system with aggregate
330 ml and 500 ml
Marking:
HILTI HIT
Production number and
production line
Expiry date mm/yyyy
Product name: “Hilti HIT-HY 200-R V3”
Static mixer Hilti HIT-RE-M
Steel elements
Reinforcing bar (rebar): 8 to 32
Materials and mechanical properties according to Table A1.
Minimum value of related rib area fR according to EN 1992-1-1:2004/AC:2010.
Rib height of the bar hrib shall be in the range:
0,05 · ϕ≤ hrib ≤ 0,07 · ϕ
The maximum outer rebar diameter over the ribs shall be:
ɸ+ 2 · 0,07 · ϕ= 1,14 · ϕ
(ɸ: Nominal diameter of the bar; hrib: Rib height of the bar)
Table A1: Materials
Designation
Material
Reinforcing bars (rebars)
Rebar
EN 1992-1-1:2004/AC:2010
Bars and de-coiled rods class B or C
with fyk and k according to NDP or NCL of EN 1992-1-1
fuk = ftk = k · fyk
Hilti HIT-HY 200-R V3
Annex A1
of ETA N° 19/0665
Product description
Injection mortar / Static mixer / Steel elements / Material

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SPECIFICATION OF INTENDED USE
Anchorages subject to:
-Static and quasi-static loading: rebar size ϕ8 to ϕ32 mm.
Base material
-Compacted reinforced or unreinforced normal weight concrete without fibres according to EN 206:2013+A1:2016.
-Strength classes C20/25 to C50/60 according to EN 206:2013+A1:2016.
-Maximum chloride content of 0,40 % (CL 0.40) related to the cement content according to EN 206:2013+A1:2016.
-Non-carbonated concrete.
Note: In case of a carbonated surface of the existing concrete structure the carbonated layer shall be removed in the area of the
post-installed rebar connection with a diameter of ϕ+ 60 mm prior to the installation of the new rebar. The depth of concrete to
be removed shall correspond at least to the minimum concrete cover in accordance with EN 1992-1-1. The foregoing may be
neglected if building components are new and not carbonated and if building components are in dry conditions.
Temperature in the base material
-At installation:
-10 °C to +40 °C
-In service
Temperature range I: -40 °C to +40 °C
(max. long term temperature +24 °C and max. short term temperature +40 °C)
Temperature range II: -40 °C to +80 °C
(max. long term temperature +50 °C and max. short term temperature +80 °C)
Temperature range III: -40 °C to +120 °C
(max. long term temperature +72 °C and max. short term temperature +120 °C)
Design
-Anchorages are designed under the responsibility of an engineer experienced in anchorages and concrete work.
-Verifiable calculation notes and drawings are prepared taking account of the forces to be transmitted.
-Design under static or quasi-static loading in accordance with EOTA TR 069.
-The actual position of the reinforcement in the existing structure shall be determined on the basis of the
construction documentation and taken into account when designing.
Installation
-Use category: dry or wet concrete (not in flooded holes).
-Drilling technique: hammer drilling (HD), hammer drilling with Hilti hollow drill bit TE-CD, TE-YD (HDB), or
diamond coring with roughening with Hilti roughening tool TE-YRT (RT).
-Overhead installation is admissible.
-Rebar installation carried out by appropriately qualified personnel and under the supervision of the person
responsible for technical matters of the site.
Check the position of the existing rebars (if the position of existing rebars is not known, it shall be determined
using a rebar detector suitable for this purpose as well as on the basis of the construction documentation and
then marked on the building component).
Hilti HIT-HY 200-R V3
Annex B1
of ETA N° 19/0665
Intended Use
Specifications

ETA 19/0665 v03 of 22/01/2020 page 6 of 18
Table B1: Minimum concrete cover cmin of post-installed rebar
depending on drilling method and drilling tolerance
Drilling method
Bar diameter
[mm]
Minimum concrete cover cmin [mm] / Minimum half clear
spacing [mm]
Without drilling aid
With drilling aid
Hammer drilling (HD)
and (HDB)1)
ϕ < 25
30 + 0,06 · lb≥2 · ϕ
30 + 0,02 · lb≥2 · ϕ
ϕ ≥ 25
40 + 0,06 · lb≥2 · ϕ
40 + 0,02 · lb≥2 · ϕ
Diamond coring with
roughening with Hilti
Roughening Tool TE-
YRT (RT)
ϕ < 25
30 + 0,06 · lb≥2 · ϕ
30 + 0,02 · lb≥2 · ϕ
ϕ ≥ 25
40 + 0,06 · lb≥2 · ϕ
40 + 0,02 · lb≥2 · ϕ
1) HDB = Hollow Drill Bit Hilti TE-CD and TE-YD
Comments: The minimum concrete cover acc. EN 1992-1-1 must be observed.
Table B2: Maximum embedment depth lb,max depending on bar diameter and dispenser
(valid for hammer drilling and hammer drilling with Hilti Hollow Drill Bit)
Element
Dispensers
Rebar
HDM 330, HDM 500
HDE 500
Concrete temperature ≥ -10 °C
Concrete temperature ≥ 0 °C
Size
lb,max [mm]
lb,max [mm]
8 - 32
700
1000
Table B3: Maximum working time and minimum curing time
Temperature in the base
material T
Maximum working time
twork
Minimum curing time
tcure
-10 °C
to
-5 °C
3
hours
20
hours
-4 °C
to
0 °C
1,5
hours
8
hours
1 °C
to
5 °C
45
min
4
hours
6 °C
to
10 °C
30
min
2,5
hours
11 °C
to
20 °C
15
min
1,5
hours
21 °C
to
30 °C
9
min
1
hour
31 °C
to
40 °C
6
min
1
hour
Hilti HIT-HY 200-R V3
Annex B2
of ETA N° 19/0665
Intended Use
Minimum concrete cover / Maximum embedment depth
Maximum working time and minimum curing time

ETA 19/0665 v03 of 22/01/2020 page 7 of 18
Table B4: Parameters for use of the Hilti Roughening tool TE-YRT
Associated components
Diamond coring
Roughening tool TE-YRT
Wear gauge RTG
d0[mm]
d0[mm]
Size
Nominal
Measured
18
17,9 to 18,2
18
18
20
19,9 to 20,2
20
20
22
21,9 to 22,2
22
22
25
24,9 to 25,2
25
25
28
27,9 to 28,2
28
28
30
29,9 to 30,2
30
30
32
31,9 to 32,2
32
32
35
34,9 to 35,2
35
35
Table B5: Installation parameters for use of the Hilti Roughening tool TE-YRT
Roughening time
troughen
Minimum blowing time
tblowing
lb[mm]
troughen [sec] = lb[mm] / 10
tblowing [sec] = troughen [sec] + 20
0 to 100
10
30
101 to 200
20
40
201 to 300
30
50
301 to 400
40
60
401 to 500
50
70
501 to 600
60
80
> 600
troughen [sec] = lb[mm] / 10
tblowing [sec] = troughen [sec] + 20
Hilti roughening tool TE-YRT and wear gauge RTG
Hilti roughening tool
TE-YRT
Wear gauge
RTG
Hilti HIT-HY 200-R V3
Annex B3
of ETA N° 19/0665
Intended Use
Parameters for use of the Hilti Roughening tool TE-YRT

ETA 19/0665 v03 of 22/01/2020 page 8 of 18
Table B6: Parameters of drilling, cleaning and setting tools for hammer drilling (HD)
Element
Drill and clean
Installation
Rebar
Hammer
drilling
(HD)
Brush
HIT-RB
Air nozzle
HIT-DL
Extension
for air
nozzle
Piston plug
HIT-SZ
Extension for
piston plug
Maximum
embedment
depth
1)
-
Size
d0[mm]
Size
Size
[-]
Size
[-]
lb,max [mm]
ϕ8
10
10
10
HIT-DL
10/0,8
or
HIT-DL
V10/1
-
HIT-VL 9/1,0
250
12
12
12
12
1000
ϕ10
12
12
12
12
250
14
14
14
14
HIT-VL
11/1,0
1000
ϕ12
14
14
14
14
250
16
16
16
16
1000
-
18
16
18
ϕ14
18
18
18
18
1000
-
18
18
18
ϕ16
20
20
20
HIT-DL
16/0,8
or
HIT-DL B
and/or
HIT-VL
16/0,7
and/or
HIT-VL 16
20
HIT-VL
16/0,7
and/or
HIT-VL 16
1000
-
22
20
22
ϕ18
22
22
22
22
1000
ϕ20
25
25
25
25
1000
-
28
25
28
ϕ22
28
28
28
28
1000
ϕ24
32
32
32
32
1000
ϕ25
32
32
32
1000
ϕ26
35
35
35
1000
ϕ28
35
35
35
1000
ϕ30
-
35
35
1000
37
37
37
ϕ32
40
40
40
1000
1) Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.
Hilti HIT-HY 200-R V3
Annex B4
of ETA N° 19/0665
Intended Use
Parameters of drilling, cleaning and setting tools for hammer drilling

ETA 19/0665 v03 of 22/01/2020 page 9 of 18
Table B7: Parameters of drilling and setting tools for hammer drilling with Hilti hollow drill bit (HDB)
Element
Drill (no cleaning required)
Installation
Rebar
Hammer drilling,
hollow drill bit1)
(HDB)
Brush
HIT-RB
Air nozzle
HIT-DL
Extension for
air nozzle
Piston plug
HIT-SZ
Extension
for piston
plug
Maximum
embedment
depth
2)
-
Size
d0 [mm]
Size
Size
[-]
Size
[-]
lb,max [mm]
ϕ8
12
No cleaning required
12
HIT-VL
9/1,0
400
ϕ10
12
12
400
14
14
HIT-VL
11/1.0
400
ϕ12
14
14
400
16
16
1000
ϕ14
18
18
1000
ϕ16
20
20
HIT-VL
16/0,7
and/or
HIT-VL 16
1000
ϕ18
22
22
1000
ϕ20
25
25
1000
ϕ22
28
28
1000
ϕ24
32
32
1000
ϕ25
32
32
1000
1) To be used in combination with Hilti vacuum cleaner with suction volume ≥ 57 l/s.
2) Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.
Hilti HIT-HY 200-R V3
Annex B5
of ETA N° 19/0665
Intended Use
Parameters of drilling and setting tools for hammer drilling
with hollow drill bit

ETA 19/0665 v03 of 22/01/2020 page 10 of 18
Table B8: Parameters of drilling, cleaning and setting tools
for diamond coring and roughening with Hilti roughening tool TE-YRT (RT)
Element
Drill and clean
Installation
Rebar
Diamond
coring with
roughening
(RT)
Brush
HIT-RB
Air nozzle
HIT-DL
Extension
for air
nozzle
Piston plug
HIT-SZ
Extension
for piston
plug
Maximum
embedment
depth
1)
-
Size
d0[mm]
Size
Size
[-]
Size
[-]
lb,max [mm]
14
18
18
18
HIT-DL
V10/1
18
HIT-VL
11/1,0
1000
16
20
20
20
HIT-DL
16/0,8
or
HIT-DL B
and/or
HIT-VL
16/0,7
and/or
HIT-VL 16
20
HIT-VL
16/0,7
and/or
HIT-VL 16
1000
18
22
22
22
22
1000
20
25
25
25
25
1000
22
28
28
28
28
1000
24
32
32
32
32
1000
25
32
32
32
1000
26
35
35
35
1000
28
35
35
35
1000
1) Assemble extension HIT-VL 16/0,7 with coupler HIT-VL K for deeper drill holes.
Hilti HIT-HY 200-R V3
Annex B6
of ETA N° 19/0665
Intended Use
Parameters of drilling, cleaning and setting tools for diamond coring
with roughening tool

ETA 19/0665 v03 of 22/01/2020 page 11 of 18
Cleaning alternatives
Manual Cleaning (MC):
Hilti hand pump for blowing out drill holes
with diameters d0≤20 mm and drill hole
depths lb≤ 10 · ϕ.
+ brush HIT-RB
Compressed Air Cleaning (CAC):
air nozzle with an orifice opening of
minimum 3,5 mm in diameter.
+ brush HIT-RB
Automatic Cleaning (AC):
Cleaning is performed during drilling with
Hilti TE-CD and TE-YD drilling system
including vacuum cleaner.
Hilti HIT-HY 200-R V3
Annex B7
of ETA N° 19/0665
Intended Use
Cleaning alternatives

ETA 19/0665 v03 of 22/01/2020 page 12 of 18
Installation Instructions
Safety Regulations:
Review the Material Safety Data Sheet (MSDS) before use for proper and safe
handling!
Wear well-fitting protective goggles and protective gloves when working with Hilti
HIT-HY 200-R V3.
Important: Observe the installation instruction provided with each foil pack.
Hole drilling
Before drilling remove carbonized concrete and clean contact areas
(see Annex B1).
In case of aborted drill hole the drill hole shall be filled with mortar.
a) Hammer drilling (HD)
Drill hole to the required embedment depth with a hammer drill set in
rotation-hammer mode using an appropriately sized carbide drill bit.
Hammer drill (HD)
b) Hammer drilling with Hilti hollow drill bit TE-CD, TE-YD (HDB)
Drill hole to the required embedment depth with an appropriately sized Hilti TE-CD or
TE-YD hollow drill bit attached to Hilti vacuum cleaner VC 20/40 (-Y) (suction volume
≥ 57 l/s) with automatic cleaning of the filter activated. This drilling system removes
the dust and cleans the drill hole during drilling when used in accordance with the
user’s manual.
After drilling is completed, proceed to the “injection preparation” step in the
installation instruction.
c) Diamond coring with roughening with Hilti roughening tool TE-YRT (RT)
Diamond coring is permissible when suitable diamond core drilling machines and the
corresponding core bits are used.
For the use in combination with Hilti roughening tool TE-YRT see parameters Table
B4 and Table B5.
Before roughening water needs to be removed from the drill hole. Check usability of
the roughening tool with the wear gauge RTG.
Roughen the drill hole over the whole length to the required lb.
Hilti HIT-HY 200-R V3
Annex B8/1
of ETA N° 19/0665
Intended Use
Installation instructions

ETA 19/0665 v03 of 22/01/2020 page 13 of 18
Splicing applications
Measure and control concrete cover c.
cdrill = c + d0/2.
Drill parallel to edge and to existing rebar.
Where applicable use Hilti drilling aid HIT-BH.
Drilling aid
For holes lb> 20 cm use drilling aid.
Ensure that the drill hole is parallel to the existing rebar.
Three different options can be considered:
Hilti drilling aid HIT-BH
Lath or spirit level
Visual check
Drill hole cleaning
Just before setting the bar the drill hole must be free of dust and debris.
Inadequate hole cleaning = poor load values.
Manual Cleaning (MC)
For drill hole diameters d0≤20 mm and drill hole depths lb≤10 ϕ .
The Hilti hand pump may be used for blowing out drill holes up to diameters
d0≤20 mm and embedment depths up to lb≤10 ϕ .
Blow out at least 4 times from the back of the drill hole until return air stream is free
of noticeable dust.
Brush 4 times with the specified brush (see Table B6) 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 drill hole
(brush Ø ≥drill hole Ø) - if not the brush is too small and must be replaced with the
proper brush diameter.
Blow out again with the Hilti hand pump at least 4 times until return air stream is
free of noticeable dust.
Hilti HIT-HY 200-R V3
Annex B8/2
of ETA N° 19/0665
Intended Use
Installation instructions

ETA 19/0665 v03 of 22/01/2020 page 14 of 18
Compressed Air Cleaning
(CAC)
For all drill hole diameters d0and all drill hole depths lb≤20 ϕ.
Blow 2 times from the back of the hole (if needed with nozzle extension) over the
whole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air
stream is free of noticeable dust.
Safety tip:
Do not inhale concrete dust.
Use of the dust collector Hilti HIT-DRS is recommended.
Brush 2 times with the specified brush (see Table B6) 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 drill hole
(brush Ø ≥ drill hole Ø) - 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.
Compressed Air Cleaning
(CAC)
For drill holes deeper than 250 mm (for ϕ 8 to ϕ 12) or deeper than
20 ϕ (for ϕ > 12 mm)
Use the appropriate air nozzle Hilti HIT-DL (see Table B6).
Blow 2 times from the back of the hole over the whole length with oil-free
compressed air until return air stream is free of noticeable dust.
For drill hole diameters ≥ 32 mm the compressor has to supply a minimum air flow
of 140 m³/h.
Safety tip:
Do not inhale concrete dust.
Use of the dust collector Hilti HIT-DRS is recommended.
Screw the round steel brush HIT-RB in one end of the brush extension(s)
HIT-RBS, so that the overall length of the brush is sufficient to reach the base of
the drill hole. Attach the other end of the extension to the TE-C/TE-Y chuck.
Brush 2 times with the specified brush (see Table B6) by inserting the steel brush
Hilti HIT-RB to the back of the hole (if needed with extension) and removing it.
Safety tip:
Start machine brushing operation slowly.
Start brushing operation once the brush is inserted in the drillhole.
Use the appropriate air nozzle Hilti HIT-DL (see Table B6).
Blow 2 times from the back of the hole over the whole length with oil-free
compressed air until return air stream is free of noticeable dust.
Safety tip:
Do not inhale concrete dust.
Use of the dust collector Hilti HIT-DRS is recommended.
Hilti HIT-HY 200-R V3
Annex B8/3
of ETA N° 19/0665
Intended Use
Installation instructions

ETA 19/0665 v03 of 22/01/2020 page 15 of 18
Cleaning of diamond cored holes with roughening with Hilti roughening tool TE-YRT (RT):
For all drill hole diameters d0and all drill hole depths lb.
Flush 2 times 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 (see Table B8) 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 drill hole (brush Ø ≥
drill hole Ø) - if not the brush is too small and must be replaced with the proper brush
diameter.
Blow 2 times from the back of the hole (if needed with nozzle extension) over the
whole length with oil-free compressed air (min. 6 bar at 6 m³/h) until return air stream
is free of noticeable dust and water. Remove all water from the drill hole until it is
completely dried before mortar injection. Blow time see Table B5.
For drill hole diameters ≥ 32 mm the compressor has to supply a minimum air flow of
140 m³/h.
Rebar preparation
Before use, make sure the rebar is dry and free of oil or another residue.
Mark the embedment depth on the rebar (e.g. with tape) → lb.
Insert rebar in drill hole to verify hole and setting depth lb.
Injection preparation
Tightly attach Hilti mixing nozzle HIT-RE-M to foil pack manifold. Do not modify the
mixing nozzle.
Observe the instruction for use of the dispenser.
Check foil pack holder for proper function. Insert foil pack into foil pack holder and
put holder into dispenser.
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.
Discarded quantities are:
2 strokes for 330 ml foil pack,
3 strokes for 500 ml foil pack,
4 strokes for 500 ml foil pack < 5°C.
The minimum foil pack temperature is 0°C.
Hilti HIT-HY 200-R V3
Annex B8/4
of ETA N° 19/0665
Intended Use
Installation instructions

ETA 19/0665 v03 of 22/01/2020 page 16 of 18
Inject adhesive from the back of the drill hole without forming air voids.
Injection method for drill hole depth ≤ 250 mm (without overhead applications)
Inject the adhesive starting at the back of the hole, slowly withdrawing the
mixer with each trigger pull.
Fill approximately 2/3 of the drill hole to ensure that the annular gap
between the rebar 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.
Injection method for drill hole depth > 250 mm or overhead applications
Assemble mixing nozzle HIT-RE-M, extension(s) and piston plug HIT-SZ
(see Table B6 and Table B7).
For combinations of several injection extensions use coupler HIT-VL-K.
A substitution of the injection extension for a plastic hose or a combination
of both is permitted.
The combination of HIT-SZ piston plug with HIT-VL 16 pipe and HIT-VL 16
tube supports proper injection.
Mark the required mortar level lmand embedment depth lbwith tape or
marker on the injection extension.
Estimation:
lm= 1/3 · lb
Precise formula for optimum mortar volume:
lm= lb· (1,2 · (ϕ2/ d02) - 0,2)
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 (see Table B6 and Table B7). Insert piston
plug to back of the hole and inject adhesive. During injection the piston plug
will be naturally extruded out of the drill 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.
Hilti HIT-HY 200-R V3
Annex B8/5
of ETA N° 19/0665
Intended Use
Installation instructions
required mortar level

ETA 19/0665 v03 of 22/01/2020 page 17 of 18
Setting the element
Before use, verify that the element is dry and free of oil and other contaminants.
For easy installation insert the rebar into the drill hole while slowly twisting until the
embedment mark is at the concrete surface level.
For overhead application:
During insertion of the rebar mortar might flow out of the drill hole. For collection of
the flowing mortar HIT-OHC may be used.
Support the rebar and secure it from falling until mortar has started to harden, e.g.
using wedges HIT-OHW.
After installing the rebar the annular gap must be completely filled with mortar.
Proper installation:
desired anchoring embedment lbis reached: embedment mark at concrete
surface.
excess mortar flows out of the drill hole after the rebar has been fully inserted until
the embedment mark.
Observe the working time twork (see Table B3), which varies according to temperature
of base material. Minor adjustments to the rebar position may be performed during
the working time.
Full load may be applied only after the curing time tcure has elapsed
(see Table B3).
Hilti HIT-HY 200-R V3
Annex B8/6
of ETA N° 19/0665
Intended Use
Installation instructions

ETA 19/0665 v03 of 22/01/2020 page 18 of 18
Table C1: Essential characteristics for rebar under tension load in concrete
Rebar
ϕ8
ϕ10
ϕ12
ϕ14
ϕ16
ϕ20
ϕ25
ϕ26
ϕ28
ϕ30
ϕ32
Diameter of rebar
ϕ
[mm]
8
10
12
14
16
20
25
26
28
30
32
Pull-out resistance
Characteristic bond resistance in uncracked concrete C20/25
Temperature range I:
40°C/24°C
Rk,ucr
[N/mm²]
12
Temperature range II:
80°C/50°C
Rk,ucr
[N/mm²]
10
Temperature range III:
120°C/72°C
Rk,ucr
[N/mm²]
8,5
Influence of cracked concrete
cr
[-]
0,53
0,58
0,61
0,64
0,73
Installation safety factor
Hammer drilling
inst
[-]
1,0
Hammer drilling with Hilti hollow
drill bit TE-CD or TE-YD
inst
[-]
1,0
Diamond coring with roughening
with Hilti roughening tool TE-YRT
inst
[-]
-
1,0
Bond-splitting resistance
Product basic factor
Ak
[-]
4,1
Exponent for influence of concrete
compressive strength
sp1
[-]
0,31
Exponent for influence of rebar
diameter ϕ
sp2
[-]
0,32
Exponent for influence of concrete
cover cd
sp3
[-]
0,67
Exponent for influence of side
concrete cover (cmax / cd)
sp4
[-]
0,25
Exponent for influence of
anchorage length lb
lb1
[-]
0,45
Influence factors on bond resistance Rk
Cracked and uncracked concrete:
Factor for concrete strength
c
C30/37
1,04
C40/45
1,07
C50/60
1,10
Cracked and uncracked concrete:
Sustained load factor
sus
40°C/24°C
0,74
80°C/50°C
0,89
120°C/72°C
0,72
Concrete cone failure
Factor for uncracked concrete
kucr,N
[-]
11,0
Factor for cracked concrete
kcr,N
[-]
7,7
Edge distance
ccr,N
[mm]
1,5 lb
Spacing
scr,N
[mm]
3,0 lb
Hilti HIT-HY 200-R V3
Annex C1
of ETA N° 19/0665
Performances
Essential characteristics under tension load in concrete for bond-
splitting and concrete cone resistances