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00 Contents - Hilti Svenska AB

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Edge distance and fastener spacing<br />

If fasteners are placed too close to the concrete<br />

edge, pull-out load capacity will be<br />

reduced. Minimum edge distances are<br />

therefore published with a view to reducing<br />

the effect edges have on pull-out strength.<br />

The corresponding data has been obtained<br />

from tests and analysis and is published in<br />

the product information manual.<br />

The typical edge distance for reinforced<br />

concrete is 80 mm and for non-reinforced<br />

concrete it is 150 mm.<br />

Additional provision is made for fastener<br />

spacing when positioned in pairs or where<br />

fasteners are placed in rows along a concrete<br />

edge.<br />

These edge distances and spacing also<br />

Concrete base material<br />

50 60<br />

Edge distance (mm)<br />

70 80<br />

11 / 2<strong>00</strong>7 1.61<br />

Pullout strength (kN)<br />

8<br />

7<br />

6<br />

5<br />

4<br />

40<br />

3.7 mm shank diameter<br />

B15/55<br />

minimum<br />

have the purpose of helping to prevent concrete<br />

spalling and/or cracking due to fastening.<br />

However, spalling has generally only an<br />

insignificant influence on pull-out strength.<br />

6.3 Effect of time on pull-out resistance<br />

The effect of age on pull-out strength has been investigated in comprehensive tests.<br />

The main concern is, in fact, the effect of concrete relaxation in the area around the driven<br />

fastener.<br />

The graph provides an overview of tests performed<br />

with DX-Kwik fasteners. Since standard<br />

DX fastenings have the same anchoring<br />

mechanism, this statement is also valid<br />

for standard DX fastenings. The test results<br />

indicate very strongly that relaxation of the<br />

concrete has no detrimental effect on the<br />

pull-out resistance of DX fastenings.<br />

The test data also shows that sintering and<br />

keying are the dominant anchorage mechanisms<br />

because they do not rely on friction<br />

between the fastener and the concrete.<br />

Nu,m [kN]<br />

Time [Years]

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