Category: Public Buildings
Services: Final detailed design
Period: November 2009 – December 2011
Client: Seteco Ingegneria s.r.l. ATI Cimolai s.p.a. Cometal s.p.a.
Value: approximately €7,000,000.00
Category: Public Buildings
Services: Final detailed design
Period: November 2009 – December 2011
Client: Seteco Ingegneria s.r.l. ATI Cimolai s.p.a. Cometal s.p.a.
Value: approximately €7,000,000.00
Design of main structures, false ceiling supports, structures of suspended volumes.
Design of main structures, false ceiling supports, structures of suspended volumes.
The metal roof of the new high-speed railway station with dimensions in plan of 365.6 x 60.5 m, main structures with dimensions in plan of 340m x 45.5 m with a centre distance between intrados and extrados of 3.60m, made up of a metal decking of 20,000sqm plan surface connecting the two station buildings; the decking rests, on the area above the tracks, on circular section columns.
The metal roof of the new high-speed railway station with dimensions in plan of 365.6 x 60.5 m, main structures with dimensions in plan of 340m x 45.5 m with a centre distance between intrados and extrados of 3.60m, made up of a metal decking of 20,000sqm plan surface connecting the two station buildings; the decking rests, on the area above the tracks, on circular section columns.
The main structures of the roof are made up of a girder of beams: in the longitudinal direction 3 trussed beams spaced by 18m; in the transverse direction 75 lattice girders spaced by 4.47m.
The main structures of the roof are made up of a girder of beams: in the longitudinal direction 3 trussed beams spaced by 18m; in the transverse direction 75 lattice girders spaced by 4.47m.
The part of roof in cantilever is supported by a secondary girder and connected to the bottom part of the roof called “interfaccia”.
The part of roof in cantilever is supported by a secondary girder and connected to the bottom part of the roof called “interfaccia”.