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Inicio Fichas técnicas Encofrados Tablero tricapa de encofrado Iru-L3

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Tablero tricapa de encofrado Iru-L3

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www.baygar.com Technical Characteristics Board * Formwork board with three layers of Average value with 2000 x 500 x 21 mm board. timber glued together. The two outer boards are glued lengthwise and the 5+ inside board is glued crosswise. Gluing 4+ * mm Gluing with Melamine Urea Formol 3+ (MUF) under controlled temperature .m 2+ and pressure conditions, based on the SWP/3 Exterior condition of the UNE CEN/TS 13354 standard. Board I ■ Timber o 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 We use Central European conifer timber (Fir and/or Pine). Distance between supports in m. Humidity 100% automated humidity control Average value with 2000 x 500 x 27 mm board. systems. Surface * Protected from the concrete by means of a 4+ melamine layer applied under controlled in mm pressure on temperature conditions. 3+ Board buckling i Marking 2< All boards marked to guarantee traceability Bending Resistance o Thickness: 27 mm. 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 - Average = 42.4 N/mm². - Lower quantile from 5%=30.4 N/mm² Distance between supports in m. (calculated according to EN 13353). Value of loads Elasticity Module * Thickness: 27 mm. 4000 Kg/m² 3000 Kg/m² 2000 Kg/m² 1750 Kg/m² 1500 Kg/m² 1250 Kg/m² 1000 Kg/m² 750 Kg/m² - Average = 12.393 N/mm². - Lower quantile from 5%=7.284 N/mm² The charts provided are indicativ in nature and cannot replace thosesupplied by the technical oficr, responsible fo te building work. Lana S.Coop. declines any responsibility in this regard. We reserve the right to modify the specifications contained in this catalogue without prior warning. (calculated according to EN 13353). Operating manual * Apply formwork stripper before and after use on board faces and edges (even before the first installation). * Clean off remains of concrete on board after use. Stack and strap these after use and until they are utilised again. Store indoors protected from meteorological conditions. Do not use for applications other than those typical of formwork. Do not modify the physical-mechanical characteristics of the product. * Do not use the product when it appears that this might involve a risk to workers on site.