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10 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 11
12 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 13
14 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 15
16 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 17
18 / Hilti HIT Injection System For Rebar Applications
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20 / Hilti HIT Injection System For Rebar Applications
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22 / Hilti HIT Injection System For Rebar Applications
[mm] 10 12 16 20 25 32 40
[mm] 12, 14 14, 16 20 25 30, 32 40 55
[N/mm²] 9.51 9.51 9.51 9.51 8.83 8.83 5.37
Nrd [kN] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
Ib [mm] 115 138 184 230 310 397 815
80 [mm]
100 [mm] 29.9
120 [mm] 34.4 43.0
140 [mm] 34.4 49.5
160 [mm] 34.4 49.5 76.4
180 [mm] 34.4 49.5 86.0
200 [mm] 34.4 49.5 88.1 119.4
220 [mm] 34.4 49.5 88.1 131.4
250 [mm] 34.4 49.5 88.1 137.6 173.3
300 [mm] 34.4 49.5 88.1 137.6 208.0
320 [mm] 34.4 49.5 88.1 137.6 215.0 283.9
350 [mm] 34.4 49.5 88.1 137.6 215.0 310.6
400 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 270.2
450 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 303.9
500 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 337.7
550 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 371.5
600 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 405.3
700 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 472.8
800 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 540.3
900 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1000 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1100 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1200 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1300 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1400 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
Chemical bond based on ETA approval
Length to develop yield
Embedment depth Design loads in [kN/bar]
Def
orm
ed h
igh
bond
rei
nfor
cing
bar
s
Load
s in
[kN
/bar
] for
rul
ing
valu
es s
teel
, bon
d an
d co
ncre
te
Pre-
drill
ed h
ole
to b
e cl
ean
at t
ime
of in
stal
latio
n
Anc
hora
ge: l
inst
Design Yield
Drill bit size
Bar size
Design Resistance for concrete grade (Fcu) =Steel yield strength =
Installation condition =Temperature =
ø
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility.
The calculation shown are proposals only and should be finally checked and approved by architect or engineer responsible for the project.
Fbd,po
Do
30 N/mm²460 N/mm²Dry concreteRange I (-40°C to +80°C)
Hilti HIT-RE 500 V3 injection adhesive with Rebar application(HIT Rebar Design Method based on Chemical Bond Strength)
for Standard application/simply supported elements
Hilti HIT Injection System For Rebar Applications / 23
[mm] 10 12 16 20 25 32 40
[mm] 12, 14 14, 16 20 25 30, 32 40 55
[N/mm²] 9.65 9.65 9.65 9.65 8.96 8.96 5.46
Nrd [kN] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
Ib [mm] 113 136 182 227 305 391 803
80 [mm]
100 [mm] 30.3
120 [mm] 34.4 43.7
140 [mm] 34.4 49.5
160 [mm] 34.4 49.5 77.6
180 [mm] 34.4 49.5 87.3
200 [mm] 34.4 49.5 88.1 121.3
220 [mm] 34.4 49.5 88.1 133.4
250 [mm] 34.4 49.5 88.1 137.6 176.0
300 [mm] 34.4 49.5 88.1 137.6 211.2
320 [mm] 34.4 49.5 88.1 137.6 215.0 288.3
350 [mm] 34.4 49.5 88.1 137.6 215.0 315.4
400 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 274.4
450 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 308.7
500 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 343.0
550 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 377.3
600 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 411.6
700 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 480.1
800 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 548.7
900 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1000 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1100 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1200 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1300 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
1400 [mm] 34.4 49.5 88.1 137.6 215.0 352.3 550.5
Chemical bond based on ETA approval
Length to develop yield
Embedment depth Design loads in [kN/bar]
Def
orm
ed h
igh
bond
rei
nfor
cing
bar
s
Load
s in
[kN
/bar
] for
rul
ing
valu
es s
teel
, bon
d an
d co
ncre
te
Pre-
drill
ed h
ole
to b
e cl
ean
at t
ime
of in
stal
latio
n
Anc
hora
ge: l
inst
Design Yield
Drill bit size
Bar size ø
Note:Data and results must be checked for agreement with the actual existing conditions and for plausibility.
The calculation shown are proposals only and should be finally checked and approved by architect or engineer responsible for the project.
Fbd,po
Do
Design Resistance for concrete grade (Fcu) =Steel yield strength =
Installation condition =Temperature =
35 N/mm²460 N/mm²Dry concreteRange I (-40°C to +80°C)
Hilti HIT-RE 500 V3 injection adhesive with Rebar application(HIT Rebar Design Method based on Chemical Bond Strength)
for Standard application/simply supported elements
24 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 25
26 / Hilti HIT Injection System For Rebar Applications
Hilti HIT Injection System For Rebar Applications / 27