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Hilti HIT-HY 150 MAX post-installed rebars - coBuilder

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<strong>Hilti</strong> <strong>HIT</strong>-<strong>HY</strong> <strong>150</strong> <strong>MAX</strong><br />

<strong>post</strong>-<strong>installed</strong> <strong>rebars</strong><br />

Fire Resistance according to DIBt Z-21.8-1882<br />

a) fire situation “anchorage”<br />

l inst<br />

Maximum force in rebar in conjunction with <strong>Hilti</strong> <strong>HIT</strong>-<strong>HY</strong> <strong>150</strong> Max as a function of embedment depth for the<br />

fire resistance classes F30 to F240 (yield strength f yk = 500 N/mm²) according EC2 a) .<br />

Bar ∅ Drill hole ∅ Max. F s,T l inst R30 R60 R90 R120 R180<br />

[mm] [mm] [kN] [mm] [kN] [kN] [kN] [kN] [kN]<br />

80 3,0 0,7 0,2 0 0<br />

120 7,0 2,2 1,3 0,7 0,2<br />

170 16,2 10,2 9,2 4,0 1,7<br />

8 12 16,2 210 16,2 16,2 11,0 7,5<br />

230 14,5 10,9<br />

250 16,2 14,4<br />

300 16,2<br />

100 6,1 2,0 1,0 0,4 0<br />

<strong>150</strong> 19,3 9,3 7,1 2,2 1,0<br />

190 25,3 18,0 15,9 9,3 4,9<br />

10 14 25,3 230 25,3 24,7 18,1 13,7<br />

260 25,3 24,7 20,3<br />

280 25,3 24,7<br />

320 25,3<br />

120 15,3 6,0 1,9 1,1 0,3<br />

180 31,0 19,0 17,8 8,5 7,0<br />

220 36,4 29,6 27,0 19,1 13,8<br />

12 16 36,4 260 36,4 36,4 29,7 24,4<br />

280 35,0 29,6<br />

300 36,4 34,9<br />

340 36,4<br />

140 24,0 9,9 6,9 2,6 1,0<br />

210 45,0 31,4 28,5 25,7 13,0<br />

14 18 49,6<br />

240 49,6 40,6 37,7 32,8 22,3<br />

280 49,6 49,6 40,7 34,6<br />

300 44,7 40,7<br />

330 49,6 49,6<br />

160 34,5 18,4 14,9 4,4 2,3<br />

240 62,6 46,4 43,0 37,7 25,5<br />

16 20 64,8<br />

260 64,8 53,5 50,0 44,7 32,5<br />

300 64,8 57,0 51,7 46,6<br />

330 64,8 61,3 57,2<br />

360 64,8 64,8<br />

200 60,7 40,0 36,3 29,3 14,2<br />

250 78,3 62,5 58,3 51,3 36,3<br />

310 101,2 88,9 84,6 77,6 62,6<br />

20 25 101,2 350 101,2 101,2 94,2 80,2<br />

370 101,2 83,5<br />

390 97,8<br />

430 101,2<br />

09 / 2012 843

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