Data sheet

executive project

PISA – High school

Type of building (residential, public, etc.)
School building (public building)
Year of construction
1965 (main building) – 1979 (extension)
Place and earthquake zone
Province of Pisa
Earthquake zone 3 – low earthquake risk
Construction material
Reinforced concrete with brick cladding
Floors and sq m

Body A: 1 basement floor, 1 ground floor and 2 floors above ground – Floor space of floor 462 sq m

Body B: 1 ground floor, 2 floors above ground – Floor space: 100 sq m

CLIENT’S TARGET TO MEET
Earthquake-resistant improvement and reaching a risk index of 0.60
Type of intervention
The client requested a minimally invasive earthquake-resistant intervention, so as not to limit activities at the school.
No. of installed machines
8 (3 in X direction and 5 in Y direction)
Retrofit solutions in partnership to achieve the goal
Static reinforcement work was carried out on some structural elements ( attic beams and nodes of some external pillars) with reinforced concrete. In addition, preparatory work was necessary for the installation of our system (reinforcing steel profile, steel profiles and screeds for installation). Union machining between body A and body B to ensure monolithic behaviour.
Short generic description of the project
The project aims to bring the building to an earthquake-resistant improvement with IS-V>=>0.60. This objective was achieved through the union of the two bodies and the inclusion of 8 AMDs (IS-V=0.8). Ancillary machining was necessary (minimum local reinforcements and installation of machine laying surfaces).

 

Pianta-progetto-esecutivo-Pisa

Standard floor plan of the protected building.