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European technical assessment E T A - 2 0 / 0 5 4 1
English translation prepared by CSTB
Table C3:
continued (2)
HIS-(R)N
Outer diameter of sleeve
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
d
nom
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
0
55°C / 43°C
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
M8
M10
[mm]
12,5
16,5
2
]
14
14
2
]
11
11
2
]
4,5
4,5
2
]
8,5
9,0
2
]
8,0
8,0
2
]
4,0
4,0
2
]
12
12
2
]
9,5
9,5
2
]
4,0
4,0
2
7,0
]
7,0
2
]
6,0
6,5
2
3,0
]
3,0
[-]
2
)
[-]
[-]
[-]
[-]
[-]
[-]
[-]
Page 32 sur 61 | 0 4 / 0 9 / 2 0 2 1
M12
M16
20,5
25,4
14
14
11
11
4,5
4,5
9,5
10
8,5
9,0
4,0
4,5
12
12
9,5
9,5
4,0
4,0
7,0
7,0
6,5
6,5
3,0
3,0
0,1
(f
/20)
ck
1,0
0,85
0,72
0,69
0,70
0,67
0,62
Annex C9
M20
27,6
14
11
4,5
10
9,0
4,5
12
9,5
4,0
7,0
6,5
3,0
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