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This lifting sleeve with rebar is used for lifting heavy precast concrete walls or for when using high strength concrete. The rebar is placed around the reinforcement.
The additional reinforcement 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 which is placed through the hole and keeps 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.
| LWL | Thread M/Rd | Permissible load (kg) (*) | Dimensions (mm) L | d1 | e |
|
|---|---|---|---|---|---|---|
| LWL-M12-137 | 12 | 500 | 137 | 8 | 22 | |
| LWL-M16-216 | 16 | 1200 | 216 | 12 | 27 | |
| LWL-M20-257 | 20 | 2000 | 257 | 16 | 35 | |
| LWL-M24-360 | 24 | 2500 | 360 | 16 | 43 | |
| LWL-M30-450 | 30 | 4000 | 450 | 20 | 56 | |
| LWL-M36-570 | 36 | 6300 | 570 | 25 | 68 | |
| LWL-M42-620 | 42 | 8000 | 620 | 28 | 80 | |
| LWL-M52-880 | 52 | 12500 | 880 | 32 | 90 |
(*) Ensure that all load factors have been taken into account.
Dimensions and safe working loads at concrete strength of 25 N/mm².
Additional reinforcement bars must be placed to transfer the load to the concrete.
| ZP | Zink Plated |
| SB | Shot Blast |
| A2 | Stainless Steel |
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