Encofrado no recuperable Atlantis

6 HG HC 50 50 100 100 HG HC a b h a b h Ø110 Ø110 Ø160 1.000 3 Ø5 25 x 25 0 5 10 4,20 0,49 0,19 3.000 4 Ø5 20 x 20 0 5 10 10,80 1,20 0,45 5.000 5 Ø6 20 x 20 5 10 15 1,94 0,71 0,37 10.000 6 Ø8 20 x 20 5 10 15 3,70 1,35 0,700 20.000 10 Ø8 15 x 15 10 15 20 2,65 1,36 0,800 Atlantis System range cm h cm h cm mm m3/m2 axbxh Weight kg. Units m2 from H 56 to H 80 from H 81 to H 110 H cm. Working dimensions bxb Dome height HC Leg height HG Pipe diameter Ø Quantity of concrete to the crown Pallet dimensions* cm h cm h cm mm m3/m2 mm m3/m2 axbxh Weight kg. Units m2 H cm. Working dimensions bxb Dome height HC Leg height HG Pipe diameter Ø Quantity of concrete to the crown Pipe diameter Ø Quantity of concrete to the crown Pallet dimensions* from H 56 to H 80 from H 81 to H 110 Pressures at the bottom of the structure Sistema Atlantis 50x50 The table expresses, starting from the various examples of overload and of thickness (to be given to the slab), the pressures that would be applied to the feet of the structure, in relation to the (eventual) thicknesses of the lean concrete. Hypothesis of load kg/m2 Slab cm Mesh Ø mm - cm x cm Thickness of the lean concrete cm Pressure at pillar base Kg/cm2 Supposing a distributed load, the table shows minimum slab thickness, reinforcement and pressure on soil depending on lean concrete thickness. *Referred to the dome only. The product is not affected if weathered. *Referred to the dome only. / The product is not affected if weathered. 50 x 50 16 from 40 to 64 110 from 0,048 to 0,056 110 x 110 x 250 h 510 300 75 50 x 50 16 from 65 to 94 110 from 0,056 to 0,068 110 x 110 x 250 h 510 300 75 100 x 100 12 from 44 to 68 110 from 0,038 to 0,040 160 from 0,043 to 0,047 110 x 110 x 250 h 740 70 70 100 x 100 12 from 69 to 98 110 from 0,040 to 0,043 160 from 0,047 to 0,053 110 x 110 x 250 h 740 70 70 www.baygar.com