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Descripción de proyecto

Refuerzo estructural en sótano

La actuación en inicio consistirá básicamente en el levantado general de los elementos constructivos no estructurales, incluidos en el ámbito de actuación (situados sobre la sala de depósito del museo, el almacén anexo) donde existen humedades por filtración. Estos son; la fuente, el pavimento de la acera, la capa de mortero de agarre del mismo, la losa del forjado y los intersticios de las viguetas formados por ladrillos cerámicos.

Según el informe precedente al actual proyecto de obra realizado para tal fin, las resistencias de los materiales estructurales no se podía estimar con un grado de seguridad del 95%, en más de una cuarta parte de la resistencia admisible de los materiales por degradación de los mismos. Esto, presenta un grado de condicionamiento amplio en la redacción del proyecto debido a la necesaria intervención estructural.

En cierto modo, los resultados del informe de resistencias realizado, eran incoherentes con el comportamiento de la estructura. Aun así, para la elaboración de cuantos cálculos han sido necesarios, se han tenido en cuenta estos valores conservadores. Definitivamente, y dado la baja supuesta aptitud al servicio de la estructura se ha procedido a montar una estructura paralela que haga la función de la actual.

Detalles de proyecto

  • Cliente Escario Arquitectos S.A.P
  • Fecha 17/01/2015
  • Etiquetas Rehabilitación, Singular

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