Formwork mechanism for casting and moulding concrete which comprises a coffer with a sheet and four plates disposed on the perimeter of the sheet
a technology of concrete and formwork, which is applied in the direction of form/shuttering/falseworks, forms/shuttering/falseworks, and building parts. it can solve the problems of increasing the weight changing the thickness of the structural element to be hardened, and the set-up of the formwork system that does not permit the formation of reticular slab coffers. it achieves the effect of increasing the thickness of the slab
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example 1
Coffer
[0383]A straight coffer (1) was designed and built according to the following features:[0384]four plates (3) with the following features:[0385]length: 100 cm;[0386]height: 50 cm;[0387]thickness of punctured tabs (6): 3.18 mm;[0388]diameter of the holes on the punctured tabs (6): 11.11 mm;[0389]material: ASTM A36 carbon steel sheet of ⅛″ (3.18 mm);[0390]two diagonal ribs (49);[0391]three stiffening profiles (48) arranged vertically, the stiffening profiles (48) located near the punctured tabs (6) on the sides are separated from these 10 mm; the other stiffening profile (48) is located in the center of the plate (3);[0392]holes (5) of 17 mm diameter that cross the plate (3) and stiffening profiles[0393](48);[0394]sheet type (2): convex;[0395]sheet height (2): 200 mm;[0396]curvature radius: 350 mm;[0397]base shape: square having 100 cm sides;[0398]four corner profiles (11) with the following dimensions:[0399]height: 50 cm[0400]film thickness: 8 mm[0401]length of truncated sides: ...
example 2
Coffer
[0405]An inclined coffer (1) with the following features was designed and constructed[0406]four plates (3) with the following features:[0407]length: 100 cm;[0408]height: 50 cm;[0409]thickness of punctured tabs (6): 3.18 mm;[0410]diameter of the holes on the punctured tabs (6): 11.11 mm;[0411]material: ASTM A36 carbon steel sheet of ⅛″ (3.18 mm);[0412]three stiffening profiles (48) arranged vertically, the stiffening profiles (48) located near the punctured tabs (6) on the sides are separated from these 10 mm; the other stiffening profile (48) is located in the center of the plate (3);[0413]holes (5) of 17 mm diameter that cross the plate (3) and stiffening profiles (48);[0414]sheet type (2): convex;[0415]sheet height (2): 200 mm;[0416]curvature radius: 350 mm;[0417]base shape: square having 100 cm sides;[0418]angle of punctured tabs (17): 90.14° to horizontal;[0419]four inclined corner profiles (11) with the following dimensions:[0420]height: 500 cm[0421]film thickness: 8 mm[0...
example 3
for Reticular Slab
[0427]A formwork for a reticular slab was designed and built (hereinafter slab formwork). The slab formwork is rectangular and rests on four structural columns (67) of concrete interconnected by concrete structural beams (68).
[0428]The coffers (1) on the slab formwork corners are L-type coffers (1) with the following features:[0429]maximum width and length: 100 cm;[0430]maximum height: 70 cm;[0431]a lid (53) with the following features:[0432]height: 200 mm;[0433]curvature radius of the rounded lateral faces: 350 mm;[0434]material: phenolic wood;[0435]base shape: square having 100 cm sides with a rectangular cut (54) square having 50 cm sides;[0436]two external L-plates (55) with the following features:[0437]panels width: a panel 30 cm wide and another 60 cm wide;[0438]panel height: 50 cm[0439]material: ASTM A36 carbon steel sheet of ⅛″ (3.18 mm);[0440]thickness of punctured tabs (17): 3.18 mm;[0441]diameter of holes on the punctured tabs (7): 11.11 mm; and[0442]dia...
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