Hilti HIT-RE 500 V4 Mode D'emploi page 42

European technical assessment E T A - 2 0 / 0 5 4 1
English translation prepared by CSTB
Table C6: continued (2)
Reinforcing bar (rebar)
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)
f according to rebar specification.
uk
2)
Values need to be calculated acc. EAD 330499-01, Eq. 2.1, if rebars do not fulfil the requirements acc. DIN 488.
3)
Values need to be calculated acc. EN 1992-4:2018, tab 4.1, if rebars do not fulfil the requirements acc. DIN 488.
4)
In absence of national regulations.
5)
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

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
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2
] 10 15 15 15 15
2
] 8,0 12 12 12 12
2
] 3,0 5,0 5,0 5,0 4,5 4,5 4,5 4,5 4,5 4,5 4,5 4,5
2
] 9,5 9,5 9,5 9,5 9,5 9,5 9,5 9,5 9,5 10
2
] 8,5 8,5 8,5 8,5 8,5 8,5 8,5 8,5 8,5 8,5 9,0 9,0
2
] 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,5 4,5 4,5 4,5 4,5
2
] 8,5 13 13 13 12
2
] 7,0 11 10 10 10
2
] 2,5 4,0 4,0 4,0 4,0 4,0 4,0 4,0 4,0 3,5 3,5 3,5
2
] 5,0 9,0 10 10 9,5 9,5 9,5 9,0 9,0 9,0 9,0 9,0
2
] 4,5 8,0 9,0 9,0 8,5 8,5 8,5 8,0 8,0 8,0 8,0 8,0
2
] 2,0 4,0 4,0 4,0 4,0 4,0 3,5 3,5 3,5 3,5 3,5 3,5
[-]
5)
[-]
[-]
[-]
[-]
[-]
[-]
[-]
14 14 14 14 14 13
12 12 11 11 11 11
10
12 12 12 12 12 11
10 10 9,5 9,5 9,5 9,5 9,0
0,1
(f /20)
ck
1,0
0,85
0,72
0,69
0,70
0,67
0,62
Annex C18
13
11
10
11
5)