El Piso Lateral Losa es un elemento modular moldeado de la línea Bioisotherm SRL ARGISOL. Se utiliza para el cierre lateral del bordillo del suelo. El elemento se fija al bloque inferior mediante la tira de soporte lateral. El Piso Lateral de Losa se fabrica en las medidas H. 30 cm, con espesor de aislamiento de 6,2 - 7,3 - 12,3 - 17,3 cm. ARGISOL es un sistema constructivo modular, formado por una serie completa de bloques de encofrado premontados con los que se crean muros de carga de hormigón armado vertido in situ, aislados térmicamente y listos para el acabado final. Los distintos elementos están compuestos por dos láminas de poliestireno expandido Neopor® de espesor variable, separadas por ménsulas de chapa galvanizada incorporadas en el bloque durante la fase de moldeo que hacen que las dos láminas sean solidarias y equidistantes, garantizando la estanqueidad del encofrado durante el vertido del hormigón. Los espaciadores tienen la forma adecuada para alojar las barras de refuerzo horizontales. Argisol, es la forma más rápida y económica de crear edificios de bajo impacto energético (Clase A, NZEB).
Especificaciones
Creation of a concrete elevation wall, of the total thickness, net of external finishes varying from 30-35-40-45cm, made with an on-site casting of concrete (resistance class Rck 30N / mm2 and consistency S4 or as required by relationship of reinforced concrete structures), carried out in a single solution (generally up to a height of 3.00-4.00-5.00m) with an average thickness of 16.5 - 21.5cm in a self-supporting formwork that will remain as an insulating element of the wall itself giving it a thermal transmittance value U (depending on the chosen insulation) equal to 0.22-0.16-0.13 W / mqK (constant over time). The formwork will consist of modular formwork elements, 30cm high, made up of two sheets of different thickness (internal thickness equal to 62mm, external thickness chosen from 73-123-173mm) in expanded polystyrene Neopor® (eps with improved conductivity ), self-extinguishing with high density, joined by spacers in galvanized steel sheet incorporated in the polystyrene during the molding phase. The formworks will be dry laid up to the floor height. Simultaneously with the laying of each course of formwork, the horizontal reinforcing bars will be laid in the spacer housing (as per structural calculation). Once the floor height has been reached, the vertical reinforcing bars are lowered from above (as per structural calculation). In the last phase, the concrete will be cast inside the formworks previously shored with special equipment to ensure verticality.