Table des Matières
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Les langues disponibles
European technical assessment E T A - 2 0 / 0 5 4 1
English translation prepared by CSTB
Table C1:
continued (2)
Threaded rod, HAS-U-..., HIT-V-..., AM...8.8
Combined pullout and concrete cone failure for a working life of 100 years
Characteristic resistance in uncracked concrete C20/25
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bit TE-CD or TE-YD
and diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I:
Temperature range II:
Temperature range III:
Characteristic resistance in uncracked concrete C20/25
in diamond cored holes
Temperature range I:
Temperature range II:
Temperature range III:
Characteristic resistance in uncracked concrete C20/25
in hammer drilled holes and installation in water-filled drill holes
Temperature range I:
Temperature range II:
Temperature range III:
Characteristic resistance in cracked concrete C20/25
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bit TE-CD or TE-YD
and diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I:
Temperature range II:
Temperature range III:
Influence factors on bond resistance
Influence of concrete strength
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bitTE-CD or TE-YD
and diamond cored holes
Temperature range I to III:
in diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I to III:
Influence of sustained load
in hammer drilled holes and hammer drilled holes with Hilti hollow drill bit TE-CD or TE-YD
and diamond cored holes with roughening with Hilti Roughening tool TE-YRT
Temperature range I:
Temperature range II:
Temperature range III:
in diamond cored holes
Temperature range I:
Temperature range II:
Temperature range III:
1)
In absence of national regulations.
2)
No performance assessed.
Injection system Hilti HIT-RE 500 V4
Performance
Essential characteristics under tension load in concrete
40°C / 24°C
[N/mm
Rk,100,ucr
55°C / 43°C
[N/mm
Rk,100,ucr
75°C / 55°C
[N/mm
Rk,100,ucr
40°C / 24°C
[N/mm
Rk,100,ucr
55°C / 43°C
[N/mm
Rk,100,ucr
75°C / 55°C
[N/mm
Rk,100,ucr
40°C / 24°C
[N/mm
Rk,100,ucr
55°C / 43°C
[N/mm
Rk,100,ucr
75°C / 55°C
[N/mm
Rk,100,ucr
40°C / 24°C
[N/mm
Rk,100,cr
55°C / 43°C
[N/mm
Rk,100,cr
75°C / 55°C
[N/mm
Rk,100,cr
in cracked and uncracked concrete
Rk,100
c
c
0
40°C / 24°C
sus,100
55°C / 43°C
0
sus,100
0
75°C / 55°C
sus,100
0
40°C / 24°C
sus,100
0
55°C / 43°C
sus,100
0
75°C / 55°C
sus,100
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M8
M10
M12
2
]
19
18
18
2
]
15
15
15
2
]
6,0
6,0
6,0
2
]
13
13
13
2
]
12
12
11
2
]
6,0
5,5
5,5
2
]
16
16
15
2
]
13
13
13
2
]
5,0
5,0
5,0
2
]
7,0
8,0
9,0
2
]
6,0
7,0
8,0
2
]
4,0
3,5
3,5
[-]
)
2
[-]
[-]
[-]
[-]
[-]
[-]
[-]
M16
M20
M24
M27
17
16
15
15
14
13
13
12
5,5
5,0
5,0
4,5
13
12
12
12
11
11
11
11
5,5
5,5
5,5
5,5
15
14
13
12
12
11
11
10
4,5
4,5
4,0
4,0
8,5
8,0
7,5
7,0
7,5
7,0
6,5
6,5
3,5
3,0
3,0
3,0
0,1
(f
/20)
ck
1,0
0,85
0,72
0,69
0,70
0,67
0,62
Annex C3
M30
14
11
4,5
12
10
5,0
12
9,5
4,0
6,5
6,0
3,0
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