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This lifting sleeve is used for lifting thin precast concrete walls or for when using concrete with low concrete strength. The anchor hole through which the additional reinforcement is placed ensures the correct load transfer in the concrete.
The socket is calculated that the total anchor load of the precast concrete element can be transferred by means of the additional reinforcement placed through the hole and keeping good contact with the bottom of the hole. Hoisting is done axially or at a maximum angle of 45°. This anchor cannot be used in floor slabs or for shear loads.
| LSC | Thread M/Rd | Permissible load (kg) (*) | Dimensions | (mm) | (mm) |
|---|---|---|---|---|---|
| L x diam. D | c | e | |||
| LSC-M12-040 | 12 | 500 | 40 x 15 | 8 | 18 |
| LSC-M16-055 | 16 | 1200 | 55 x 21 | 13 | 24 |
| LSC-M20-067 | 20 | 2000 | 67 x 27 | 15 | 30 |
| LSC-M24-077 | 24 | 2500 | 77 x 31 | 18 | 36 |
| LSC-M30-105 | 30 | 4000 | 105 x 40 | 22,5 | 45 |
| LSC-M36-125 | 30 | 6300 | 125 x 47 | 27,5 | 54 |
(*) Ensure that all load factors have been taken into account.
Safe dimensions and working loads for a concrete strength of 25 N/mm².
Reinforcing rod must be inserted in the cross hole to transfer the load to the concrete.
| ZP | Zink Plated |
| SB | Shot Blast |
| A2 | Stainless Steel |
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