G.B.M. building equipments PONTEGGI. Parapetti Certifi cati SHUTTERING PANELS AND FORMWORK H20 BEAMS

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1 Parapetti Certifi cati d ng equip SHUTTERING PANELS AND FORMWORK H0 BEAMS

2 shuttering panels are high-quality, -ply wooden panels, made of spruce and fir wood acquired from sustainable forests. The panels are fully coated with a highly resistant melamine resin, giving them excellent protection. They are mostly used for paneling concrete constructions, but can also be used for other purposes due to their exceptional functionality. They are distinguished for their superior quality, durability and multiple use. -ply concrete formwork panel coated Qualities The shuttering panel. is a high-quality -ply solid wood panel, made of spruce and fir wood. It consists of the layers glued crosswise with perimeter frame in the middle layer. Its entire surface is protected. and coated on both sides with highly resistant melamine resin, thus making it watertight and waterrepelling, ensuring smooth surface of concrete constructions. Edge band is also coated with. a watertight cover, preventing moisture from penetrating into the middle, thus giving extra strength to the panel. The important quality of our. panel is its bending strenght. The quality of the panel fully. test, made by the Slovenian National Building and Civil Engineering Austrian standard ÖN B 0. Product Wood species Wood moisture Thickness -ply concrete formwork panel coated with melamine resin that allows a resistant and smooth surface Spruce, fir, mixed types permitted % +/- % at delivery mm, 7 mm, 0mm Weight mm = 0 kg/m 7 mm =, kg/m Standard packaging Highly resistant melamine coating, extremely smooth surface mm / 0 pcs package, 7 mm / 0 pcs package, 0 mm / pcs package The packages are ready to be immediately used at the construction site. The package is placed on supporting wood, protecting the panels and provides simple use with forklift. Format Specification Thickness mm 7, 0 7, optional, optional Width mm 00 00, 0, 00, 0, 00, 00 0 Length mm 000, 00, 000, 00, , 00, 000, 00, Bending strength chart* l = mm l = 8, mm l =, mm l = 0 mm The diagram shows how the panel reacts when loaded, considering the space intervals in between the supporting elements. Therefore stands for the space interval in between the in mm. * Optimal carrying capacity for thickness of mm is achieved by support for every 00 mm, whereas for thickness of 7 mm, optimal capacity is achieved with support for every 00 mm. Via Alessandro Volta, - 0 PORZANO DI LENO (BS) Italy - Tel Fax info@gbm-bm.it - www. gbm-bm.it

3 Wooden formwork H0 beams H0 and H0+ are the strongest and lightest formwork beams made of engineered fir and spruce wood. Our formwork beams are produced in various standard lengths. With Chords made of high-quality and graded massive finger-jointed timber, Webs made with a -ply laminated wood panels and optional protective cap that prevents the beam to be exposed to premature chipping on the chord ends, H0 and H0+ assure sustainability and durability in all climate zones. Product Wood species Wood moisture Weight Gluing Chord Web Support Dimensions and tolerances Technical specifications Standard lengths Packaging Wooden formwork H0 beams Spruce, fir % +/- % at delivery, kg/m Melamine resin-based adhesive, adhesive type I EN 0-approved for gluing of load bearing timber components The beam is waterproofed using a water repellent color glaze -ply solid wood panel, laminated primarily showing vertical growth rings Treatment of entire beam using a water-resistant color stain Due to the -ply solid wood webs, H0 and H0+ can be cut into and supported at any length Dimension Value a Tolerance b Beam height 00 mm ± mm Chord height 0 mm ± 0, mm Chord width Web thickness ± mm a) These values apply at a wood moisture content of % ± % b) According to standard SIST EN 77:00 Qualities Eurocode Strains Characteristic limits of load-bearing capacity Shearing force ZUL Q =,0 kn V k =,9 kn Bending moment ZUL M =,0 knm M k = 0,9 knm Support - R b,k Section modulus W x = cm Geometrical moment of inertia I x =. cm Elasticity modulus E = N / mm Shearing modulus G = 00 N / mm )The values of the section modulus and the geometrical moment of inertia apply to new or used concrete formwork beams. An analogously increased factor of safety needs to be added for severely worn beams,9 /, /, /,90 /,0 /,0 /,90 /,0 /,90 /,90 / max. m Standard packaging: 0 pcs package / Container packaging: 00 pcs package The packages are ready to be immediately used at the construction site. The package is placed on supporting wood, protecting the formwork beams and provides simple use with forklift. Via Alessandro Volta, - 0 PORZANO DI LENO (BS) Italy - Tel Fax info@gbm-bm.it - www. gbm-bm.it

4 Chart of value of charge Floor thickness (cm) Total load (kn/m ) Max. permissible support width of the crossbeam (m) = distance between main beams (m) Dist. between crossbeams (m) Max. permissible support width = distance between supports (m) Selected distance between the main beams (m) 0,0 0, 0,7 0,7,00,,0,7,00,,0,00,0 0,8,70,,,,9,7,0,,,0,9,70,,9,0,,7,0,77,7,,9,0,9,8,,0,,,09,0,9,,,,08,9,8,,7,8,9,9,9,90,79,,,,98,8,,0,,07 8,8,07,8,79,9,,,0,90,7,,8, 0,99 0 7,00,97,7,70,0,,7,97,8,9,,8,07 0,9 7,,88,8,,,9,09,90,9,8,,9 0,99 0,8 8,0,8,,,,,0,8,8,9,, 0,9 0,80 8,7,7,,9,9,8,9,7,9,0,,0 0,87 0,7 8 9,0,7,8,,,,89,,0,,09 0,98 0,8 0,7 0 9,8,,,8,9,0,8,,,,0 0,9 0,77 0,,,9,,,8,90,9,, 0,99 0,89 0,80 0, 0, 0,8,8,,7,07,7,9,,00 0,87 0,78 0,70 0,8 0,9,0,9,,07,9,,,0 0,89 0,78 0,9 0, 0, 0, 0,97,,0,9,8,0, 0,9 0,80 0,70 0, 0, 0, 0,0 7,,,9,87,9,7,0 0,8 0,7 0, 0, 0, 0, 0, 0 9,,07,8,7,,7 0,9 0,78 0, 0,8 0, 0, 0,9 0, 0,8,98,7,,,08 0,87 0,7 0, 0, 0,8 0, 0, 0, 70,,9,0,0,,0 0,8 0, 0,7 0,0 0, 0,0 0, 0,8 7,8,8,0,, 0,9 0,7 0, 0, 0,7 0, 0,7 0, 0,7 80,0,7,,,7 0,88 0,7 0,8 0,0 0, 0,9 0, 0,9 0, 8,97,,,, 0,8 0, 0, 0,7 0, 0,7 0, 0,7 0, 90 8,,,,7,0 0,79 0, 0, 0, 0,9 0, 0, 0, 0, 9 0,,8,9, 0,99 0,7 0,9 0,9 0, 0,7 0, 0,9 0, 0, 00,9,,,0 0,9 0,7 0, 0,7 0,0 0, 0, 0,8 0, 0,0 Example of calculation: Floor thickness: 0 cm, distance between crossbeams: 0,7 m; we are looking for the distance between the main beams and the supports. The permissible distance between main beams according to table =,0 m. The identical or next smaller distance between main beams in table =, m. Look for the permissible distance between supports in table, read downwards in column «,0 m» and sideways in row «0 cm» floor thickness, the result is,8 m. Caution! Examine the supports to ensure the corresponding carrying force. Bending, which takes place with formwork beams, loaded by particular force at different space intervals of support. Single span beam Multi span beam 9 7,7 m, m, m m 0 0,7 m, m Mzul, m Qzul 9 7,7 m 0 0, m, m m,7 m Mzul, m, m Qzul l distance between cross beams distance between supports (l) distance between main beams Via Alessandro Volta, - 0 PORZANO DI LENO (BS) Italy - Tel Fax info@gbm-bm.it - www. gbm-bm.it

5 equipmen Via Alessandro Volta, - 0 PORZANO DI LENO (BS) Italy - Tel Fax info@gbm-bm.it - www. gbm-bm.it

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