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Fachadas trasdosadas

Cuando se aborda un proyecto arquitectónico en el que la fachada esté trasdosada con placas de cartón-yeso el sistema MK2 puede aprovechar la perfilería del sistema seco como elemento auxiliar de montaje.

La utilidad de ésta variante es muy importante a los efectos de lograr una excelente planeidad y perfecta alineación de las ventanas en la etapa previa al gunitado con micro hormigón sobre el panel MK2.

La primera fase de la tarea consiste en la colocación de la estructura de perfiles para sujeción de las placas de cartón-yeso sobre la que se montarán los paneles de fachada MK2.

Todos los elementos a ser recibidos tales como precercos y vierteaguas son colocados en ésta etapa con total precisión y se sujetan con gran facilidad mediante remache ciego tipo Pop.

El panel MK2 es sujetado mediante ataduras a la perfilería para posteriormente gunitar sobre el mismo dejando parcialmente inmersos los perfiles en el micro hormigón.

La rigidez que se obtiene en ésta etapa constructiva es muy grande lo cual permite completar toda la fachada por la cara interior sin necesidad de gunitar la cara exterior. 

Ésta rigidez es producto de la conformación de una sección compuesta integrada por la capa de hormigón interactuando con el acero de la perfilería tal como sucede en una sección de hormigón armado tradicional.

La capacidad a resistir las fuerzas de viento permite completar toda la fachada como puede apreciarse en la siguiente imagen.

Las alineaciones horizontales y verticales de las carpinterías resultan perfectas.

Puede apreciarse en las imágenes, la fijación del panel MK2 a los elementos estructurales del edificio, mediante barras corrugadas clavadas a cantos de forjado y pilares.  Su diámetro y separación se calculan en función de las acciones a soportar tanto de peso propio como de viento o sismo.

Es de hacer notar que las fijaciones se obtienen por resistencia al cortante de las barras de anclaje de manera tal que no es necesario fijarlas con adhesivo epoxi. Simplemente las barras de horizontales resistirán las acciones gravitatorias mientras que las verticales lo harán para las fuerzas horizontales de viento o sismo.