10 / 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

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26 / Hilti HIT Injection System For Rebar Applications

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