Velodrome

Treviso - 1999

This 125m x 64.40m and 17m height building has a roof cover main structure made by two steel tubular variable cross section tripods far such to get an arch with three hinges and no –push.

The tripods hang with a tie high resistance cable at the apex a suspended spatial truss beam.

The 30m length reinforced secondary (each 6m) beams are connected to the external concrete structures and supported by the longitudinal truss beam.

The roof structure is supported along the edges on concrete transversal frames that follow the same pitch of the secondary beams.

Performed service
Final structural desing
Client
CONI
Year
1999
Dimensional parameters
6.000 Seats
Surface
8.050smq
Cost of the project
10.330.000 €

Photogallery

MJW structures

We design large scale and spatial integrated structures.