BUILDINGS ... Filtro Progetti

Firenze, Italia

DEA San Giovanni

Final Design of the “San Giovanni di Dio” hospital complex.

Category: Civil buildings
Services: Final design
Period: May 2023 – ongoing
Client: USL Toscana Centro

DEA San Giovanni

The new emergency room structure of San Giovanni di Dio in Florence will be made of reinforced concrete, and will have plan dimensions of 85m x 53m, and a height of 20m. It is composed of a basement level, with dimensions of 2000 m2, and 3 levels above ground, respectively of 4285 m2 (ground floor and first floor), 3900 m2 (second floor). The third level has a part covered by a metal structure with concentric braces, for a total surface area of 2200m2. The decks will be made using a solid concrete slab in order to allow the correct installation of the hanging systems. The horizontal actions will be assigned mainly to the stair-lift blocks and the reinforced concrete partitions arranged ad hoc in the plan so as not to compromise either the aesthetic or functional aspect. Since the site where the emergency room will be built appears to have a non-excessive design seismic action, a NON-dissipative design was opted for.

DEA San Giovanni

The new emergency room structure of San Giovanni di Dio in Florence will be made of reinforced concrete, and will have plan dimensions of 85m x 53m, and a height of 20m. It is composed of a basement level, with dimensions of 2000 m2, and 3 levels above ground, respectively of 4285 m2 (ground floor and first floor), 3900 m2 (second floor). The third level has a part covered by a metal structure with concentric braces, for a total surface area of 2200m2. The decks will be made using a solid concrete slab in order to allow the correct installation of the hanging systems. The horizontal actions will be assigned mainly to the stair-lift blocks and the reinforced concrete partitions arranged ad hoc in the plan so as not to compromise either the aesthetic or functional aspect. Since the site where the emergency room will be built appears to have a non-excessive design seismic action, a NON-dissipative design was opted for.