Eye Anchor
With its complementary reinforced steel bar, the eye anchor has a universal use.
The anchorage resistance is transmitted to the concrete via the reinforced steel bar.
Thus, the anchorage capacity depends on the diameter and the length of the associated reinforced steel bar.
The longer the bar, the more the anchorage in resistant (within the SWL limit of the anchor).
The eye anchor cannot be used under any circumstances without reinforcing steel.
The eye anchor is particularly adapted to the narrow panels.
It is important to respect the diameters of the bending mandrel indicated in the standards covering the reinforcing
steel for reinforced concrete, and to conform to the Eurocode 2 standards.
It is advisable to set up the reinforcing steel in a “V” form with a 30° angle. If the concrete element does not allow
it, it is possible to set up the reinforcing steel horizontally and to tie it to the lower wire mesh.


SWL | ØT | ØC | L | ØD | S |
---|---|---|---|---|---|
1.3T | 18 | 10 | 65 | 60 | 8 |
2.5T | 25 | 14 | 90 | 74 | 10 |
5T | 36 | 20 | 120 | 94 | 12 |
5T | 36 | 20 | 90 | 94 | 12 |
10T | 46 | 28 | 180 | 118 | 14 |
10T | 46 | 28 | 115 | 118 | 14 |
20T | 69 | 38 | 250 | 160 | 14 |
32T | 88 | 50 | 300 | 204 | 16 |
RUBBER RING TECHNICAL INFORMATION