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Hilti HIT-RE 500 1400 Jumbo User guide

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Hilti HIT-RE 500
1400 Jumbo
Instruction for use en
Gebrauchsanweisung de
Mode d‘emploi fr
Istruzioni per l‘uso it
Instrucciones de uso es
Instruções de utilização pt
Handleiding nl
 
 
󱄴󳛝󴶩󲟃 
zh
󷫜󸃙󷭔󷒵󷭌 

ar
 
Hưng dn s dng
vi
 th
(A, B)
(A, B)
(A)
(A)
Danger
Contains: Bisphenol-A-Epichlorhydrin Epoxy resin
Average MW < 700 (A); Formaldehyde, oligomeric
reaction products with 1-chloro-2,3-epoxypropane and
phenol (A); Trimethylolpropane triglycidylether (A);
m-Xylylenediamine (B);


May damage fertility(A)
Toxic to aquatic life with long lasting effects (A)
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

2
en
Adhesive anchoring system for rebar and anchor fastenings in concrete. Read the safety precautions
and the product information before using the product.
24/25
de
Verbundmörtel für Betoneisen- und Dübelbefestigungen in Beton. Vor der Anwendung die Sicher-

26/27
fr
Mortier de scellement pour ancrage de chevilles et d‘armatures dans le béton. Avant utilisation, bien
lire les prescriptions de sécurité ainsi que les informations produit.
28/29
it

Prima di procedere all‘utilizzo, leggere le norme di sicurezza e le informazioni relative al prodotto.
30/31
es

seguridad y la información de producto antes de utilizarlo.
32/33
pt

de segurança e os dados informativos sobre o produto.
34/35
nl

veiligheidsvoorschriften en de productinformatie lezen.
36/37
el


38/39
tr


40/41
cn
󳛝󱁃󱣝󲾬󱎒󱣔󰿢󱢯󱵏󵙗󳴀󱙁󵛏󳠹󴊫󳹍󱏷󵛏󱢯󳺰󴂔󱄴󳛝󱁜󱙶󱐂󹘶󴶬󵞺󴶰󱴾󱌝󴶩󲟃
󰾵󴏡󱆖󲈤󱙁󴴛󱗿
42//43
zh
󳛝󲝱󲾬󱎒󱣔󰿢󱢯󱵏󵒱󳴀󱕿󱴾󱔖󳠹󶂄󴘌󱴾󱔖󳺰󳼦󱄴󳛝󳛗󱙶󱐂󹘶󴲀󱋽󵝦󴴵󱴾󱌝󴱟󲟃
󰾵󴏡󱄴󳛝󴱟󲟃󱙁󴴛󴱓
44/45
ko
󸦈󸪜󷏜󸳨󶜐󸉅󸃙󸛐󶠬󷘿󸽰󸀠󶛠󷓘󷎤󸫰󷎤󷴌󷳔󸮌󷫜󸃙󸈴󸀀󷽸󸈴󶠌󸢉󷘿
󸉌󸺸󸉅󷜤󷎬󷱉󶷵󸾌󶴔
46/47
ar


48/49
ms


50/51
vi
Hệ thống neo cấy dùng keo để củng cố cốt thép và neo cấy vào bê tông. Vui lòng đọc các biện
pháp an toàn và thông tin sản phẩm trưc khi s dng.
52/53
th


54/55
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

3
h
ef
1
14...20 mm 110...250 mm
10
2
14...55 mm 110...3200 mm
11
3
14...20 mm 110...250 mm
12
14...55 mm 110...3200 mm
4
14...55 mm 110...600 mm
14 15
5
14...20 mm 110....250 mm
16
14...32 mm 110...1000 mm
6
14...20 mm 110...250 mm
17
14...52 mm 110...3200 mm
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

4
t

t
cure, ini
t
cure, full
en Dry concrete Water saturated concrete 
concrete
Submerged borehole in
concrete
en Hammer drilling Diamond coring Hollow drill bit  Initial curing time Curing time
de  Wassergesättigter Beton Wassergefülltes Bohrloch
in Beton

Beton
de Hammerbohren Diamantbohren Hohlbohrer Verarbei-
tungszeit
 Aushärtezeit
fr Béton sec Béton saturé d'eau Trou dans le béton rempli
d’eau
Trou dans le béton immergé fr Perçage avec
percussion
Forage au diamant Foret creux Temps de
manipulation
Stabilité du
montage
Temps de
durcissement
it Calcestruzzo secco Calcestruzzo saturo d'acqua Foro pieno d'acqua nel
calcestruzzo
Foro sott'acqua nel
calcestruzzo
it Foratura con
percussione
Foratura con punta
diamantata
Punta cava Tempo di
lavorazione
Resistenza di
montaggio
Tempo di
indurimento
es Hormigón seco Hormigón saturado de agua Taladro lleno de agua en
hormigón
Taladro sumergido en
hormigón
es Taladrado con
martillo
Taladrado con
diamante
Taladro con broca
hueca y aspiración
Tiempo de
tratamiento
Resistencia de

Tiempo de fraguado
pt Betão seco Betão saturado de água Furo em betão cheio de
água
Furo debaixo de água em
betão
pt Perfurar de
martelo
Perfurar com equipa-
mento diamantado
Broca de coroa
oca
Tempo de
trabalho
Resistência de
montagem
Tempo de cura total
nl Droog beton Met water verzadigd beton Met water gevuld boorgat
in beton
Boorgat in beton onder
water
nl Boorhameren Diamantboren Holle boor -

 
el  





el 











tr Kuru beton  Beton içerisinde su ile



tr Darbeli delme Elmas delme

ucu
 


cn 󲀧󲾬󱎒󱣔 󲷩󵬦󱙁󲾬󱎒󱣔 󴩺󲢾󲷩󳠹󲾬󱎒󱣔
󵙰󱴉
󲷩󰿀󲾬󱎒󱣔󵙰󱴉 cn 󵛙󱎰󵙰󱴉 󵎆󱏏󳦨󱖋󴑤󵙰󱴉 󳰯󲅸󵙰󱫩 󱾚󱄑󲞫󵞩 󱏒󱮀󱢯󱓋󲞫󵞩 󱵁󱌝󱢯󱓋󲞫󵞩
zh 󱀳󳎚󲾬󱎒󱣔 󲷩󵪲󱙁󲾬󱎒󱣔 󲾬󱎒󱣔󰿢󲢾󱋺󳂴󲷩
󳠹󱴉󲻓
󲾬󱎒󱣔󰿢󴞄󲢾󱴉󲻓 zh 󵕏󲙿󵘲󱴉 󵘲󳦨󵘲󲅸󵘲󱴉
󳰯󲅸󵙰󱫩
󱾚󱄑󲟷󵝈 󱏒󵊝󱢯󱓋󲟷󵝈 󱢯󱓋󲟷󵝈
ko 󶚤󷴍󸦈󸪜󷏜󸳨 󷳥󷴍󸦈󸪜󷏜󸳨 󸦈󸪜󷏜󸳨󷮽󸀀󷕬󸆤
󸙘󸆸󶳄󸛌󶜥󶞜󷑽
󷱈󸍁󸦈󸪜󷏜󸳨󷮽
󸛌󶜥󶞜󷑽
ko 󸾘󷏸󶼌󷏤󷏱 󶴔󸆤󷽴󷓜󶼌
󶼌󷏤󷏱
󶸉󶜥󶼌󷏤
󷡴󸳨
󶘰󶜥󷴌󶘴 󷭔󸢈󶙅󶷴 󶛭󹂄󷴌󶘴
ar
  



ar
    
ms   



ms Penggerudian

Penerasan berlian Bit gerudi
geronggang
 Masa penga-
wetan permulaan
Masa pengawetan
vi Bê tông khô Bê tông đủ nưc L khoan cha nưc
trong bê tông
L khoan chm trong
bê tông
vi Khoan bng
ba
Khoan bng kim
cương
Mũi khoan l
r
ng
Thi gian
làm việc
Thi gian đông
cng ban đu
Thi gian đông
cng hoàn toàn
th
 󹓂 
󹓂

󹓂
th




󹓁







Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

5
t

t
cure, ini
t
cure, full
en Dry concrete Water saturated concrete 
concrete
Submerged borehole in
concrete
en Hammer drilling Diamond coring Hollow drill bit  Initial curing time Curing time
de  Wassergesättigter Beton Wassergefülltes Bohrloch
in Beton

Beton
de Hammerbohren Diamantbohren Hohlbohrer Verarbei-
tungszeit
 Aushärtezeit
fr Béton sec Béton saturé d'eau Trou dans le béton rempli
d’eau
Trou dans le béton immergé fr Perçage avec
percussion
Forage au diamant Foret creux Temps de
manipulation
Stabilité du
montage
Temps de
durcissement
it Calcestruzzo secco Calcestruzzo saturo d'acqua Foro pieno d'acqua nel
calcestruzzo
Foro sott'acqua nel
calcestruzzo
it Foratura con
percussione
Foratura con punta
diamantata
Punta cava Tempo di
lavorazione
Resistenza di
montaggio
Tempo di
indurimento
es Hormigón seco Hormigón saturado de agua Taladro lleno de agua en
hormigón
Taladro sumergido en
hormigón
es Taladrado con
martillo
Taladrado con
diamante
Taladro con broca
hueca y aspiración
Tiempo de
tratamiento
Resistencia de

Tiempo de fraguado
pt Betão seco Betão saturado de água Furo em betão cheio de
água
Furo debaixo de água em
betão
pt Perfurar de
martelo
Perfurar com equipa-
mento diamantado
Broca de coroa
oca
Tempo de
trabalho
Resistência de
montagem
Tempo de cura total
nl Droog beton Met water verzadigd beton Met water gevuld boorgat
in beton
Boorgat in beton onder
water
nl Boorhameren Diamantboren Holle boor -

 
el  





el 











tr Kuru beton  Beton içerisinde su ile



tr Darbeli delme Elmas delme

ucu
 


cn 󲀧󲾬󱎒󱣔 󲷩󵬦󱙁󲾬󱎒󱣔 󴩺󲢾󲷩󳠹󲾬󱎒󱣔
󵙰󱴉
󲷩󰿀󲾬󱎒󱣔󵙰󱴉 cn 󵛙󱎰󵙰󱴉 󵎆󱏏󳦨󱖋󴑤󵙰󱴉 󳰯󲅸󵙰󱫩 󱾚󱄑󲞫󵞩 󱏒󱮀󱢯󱓋󲞫󵞩 󱵁󱌝󱢯󱓋󲞫󵞩
zh 󱀳󳎚󲾬󱎒󱣔 󲷩󵪲󱙁󲾬󱎒󱣔 󲾬󱎒󱣔󰿢󲢾󱋺󳂴󲷩
󳠹󱴉󲻓
󲾬󱎒󱣔󰿢󴞄󲢾󱴉󲻓 zh 󵕏󲙿󵘲󱴉 󵘲󳦨󵘲󲅸󵘲󱴉
󳰯󲅸󵙰󱫩
󱾚󱄑󲟷󵝈 󱏒󵊝󱢯󱓋󲟷󵝈 󱢯󱓋󲟷󵝈
ko 󶚤󷴍󸦈󸪜󷏜󸳨 󷳥󷴍󸦈󸪜󷏜󸳨 󸦈󸪜󷏜󸳨󷮽󸀀󷕬󸆤
󸙘󸆸󶳄󸛌󶜥󶞜󷑽
󷱈󸍁󸦈󸪜󷏜󸳨󷮽
󸛌󶜥󶞜󷑽
ko 󸾘󷏸󶼌󷏤󷏱 󶴔󸆤󷽴󷓜󶼌
󶼌󷏤󷏱
󶸉󶜥󶼌󷏤
󷡴󸳨
󶘰󶜥󷴌󶘴 󷭔󸢈󶙅󶷴 󶛭󹂄󷴌󶘴
ar
  



ar
    
ms   



ms Penggerudian

Penerasan berlian Bit gerudi
geronggang
 Masa penga-
wetan permulaan
Masa pengawetan
vi Bê tông khô Bê tông đủ nưc L khoan cha nưc
trong bê tông
L khoan chm trong
bê tông
vi Khoan bng
ba
Khoan bng kim
cương
Mũi khoan l
r
ng
Thi gian
làm việc
Thi gian đông
cng ban đu
Thi gian đông
cng hoàn toàn
th
 󹓂 
󹓂

󹓂
th




󹓁







Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

6
d
0
h
ef
d
d
0
h
ef
/ h
ef
std
dd
f
T
max
T
max
Rebar
HIS (-N, -RN)

d
0
h
ef
d
d
f
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

7

Ø d [mm]
Ø d
0
[mm] h
ef
std
[mm] h
ef
[mm] Ø d
f
[mm] T
max
[Nm]
M12 14 110 110
…
240 14 
M16 18 125 110
…
320 18 
M20 24 170 110
…
400 22 
M24 28 210 110
…
480 26 
M27 30 240 110
…
540 30 
M30 35 270 120
…
600 33 
HIS (-N, -RN)
Ø d [mm]
Ø d
0
[mm] h
ef
[mm] Ø d
f
[mm] T
max
[Nm]
M10 18 110 12 
M12 22 125 14 
M16 28 170 18 
M20 32 205 22 
Rebar
Ø d [mm]
Ø d
0
[mm] h
ef
[mm]
14 18 75...1400
16 20 80...1600
18 22 85...1800
20 25 90...2000
22 28 95...2200
24 32 96...2400
25 32 100...2500
26 35 104...2600
28 35 112...2800
30 37 120...3000
32 40 128...3200
36 45 144...3200
40 55 160...3200
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

8
Hilti VC 20/40 (-Y)
+
HIT-OHC
HIT-RE-M
HIT-OHW
Ø d
0
HIT-... Art. No. Art. No. Art. No.
min. 57 l/s
12 ... 20 mm OHC 1 387551
337111 387550
22 ... 32 mm OHC 2 387552
h
ef
Ø d
0
Art. No. 381215  
... 32 mm
... 800 mm

... 55 mm
... 3200 mm

–
Ø Ø HIT-V HIS-N Rebar
HIT-RB
HIT-SZ

d
0
[mm]
d [mm] [mm] [mm]
14 14 12 8 10/12 14 14 14
16 16 12 16 16 16
18 18 16 10 14 18 18 18
20 20 16 20 20 20
22 22 20 12 18 22 22 20
25 25 20 25 25 25
28 28 24 16 22 28 28 25
30 30 27 30 30 25
32 32 20 24/25 32 32 32
35 30 26/28 35 35 32
37 33 30 37 37 32
40 36 32 40 40 32
42 39 - - 42 42 32
45 - - 36 45 45 32
55 - - 40 55 55 32

ef
>250 mm, h
ef

Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

9
ETA
[°C] [°F]
t

t
cure, ini
t
cure, full
5…9  0…2 h  
10…14 
0…1
1
2
h
 
15…19  0…30 min  
20…29  0…25 min  
30…39  0…12 min  
40 104 0…12 min  

[°C] [°F]
t

t
cure, ini
t
cure, full
–5
…
–1  0
…
4 h  
0
…
9  0
…
3 h  
10
…
19  0
…
2 h  
20
…
29  0
…
20 min  
30
…
39  0
…
12 min  
40 104 0
…
12 min  

Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
10
d
0
h
ef
4x 4x 4x
2 3 4
1
A
h
ef
110...250 mm
18
19
1
d
0
: h
ef
:
14
…
 110
…

8
7
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
11
B C
h
ef
110...3200mm 110...3200mm
20 21 22
23
6 bar /
90 psi
6 bar /
90 psi
d
0
h
ef
6 bar /
90 psi
2x 2x 2x
2 3 4
1
8
8
2
d
0
: h
ef
:
14
…
 110
…

7
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
12
A B
h
ef
110...250 mm 110...3200mm
18
19
20 21
6 bar /
90 psi

d
0
h
ef
2 3 4
1
7
6 bar /
90 psi

6 bar /
90 psi
2x
2x
5 6
2x 2x
8
8
7
3
d
0
: h
ef
:
14
…

14...55 mm
110
…

110...3200 mm
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
13
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
14
d
0
h
ef
2x
2x
2x
2 3 4
1
4
d
0
: h
ef
:
14
…
 110
…

8
7
HIT-SZ
HIT-RE-M
HIT-OHC
HIT-OH
HIT-SZ
HIT-RE-M
HIT-OHC
HIT-OH
HIT-SZ
HIT-RE-M
7
35 mm
Ø
50
mm
10 11
100 %
8
5 6


P 8000 D
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01

15
10
11
12
10
11
9 9
9
t

9
t

T
max
7
t

9
t

9
t

9
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
16
5
d
0
: h
ef
:
14...20 mm

110...250 mm

d
0
h
ef/nom
TE-CD
TE-YD

6 8
1
A B C
h
ef
110...250 mm
110...1000
mm
110...1000 mm
18
19
20 21 22
23
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
17
d
0
h
ef
1
6 bar /
90 psi

2 3 4
7
6 bar /
90 psi

6 bar /
90 psi
2x
2x
5 6
2x 2x
8
8
6
d
0
: h
ef
:
14...20 mm

110...250 mm

7
A B C
h
ef
110...250 mm 110...3200mm 110...3200mm
18
19
20 21 22
23
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
18
A
h
ef
:

HIS-N
Rebar
HIT-V, HAS
HIT-RE-M
8
1

2
3
35 mm
Ø
50
mm

P 8000 D
4
2
3
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
19
6
7
8
6
7
5 5
T
max
6 7
9
t

9
t

T
max
7
t

9
t

9
t

9
Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
20
B
h
ef
:
110...3200 mm
110...1000 mm
HIT-V, HAS
Rebar
HIT-RE-M
8
HIT-SZ
HIT-RE-M
HIT-OHC
HIT-OH
HIT-SZ
HIT-RE-M
HIT-OHC
HIT-OH
HIT-SZ
HIT-RE-M
3
2
3
4
35 mm
Ø
50
mm
10 11
1 2
P 8000 D

Printed: 14.05.2018 | Doc-Nr: PUB / 5180461 / 000 / 01
/