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Reghena Viaduct -
Reghena Viaduct -
Lattice with full diaphragms -
Expansion joint on abutment -
Anti-seismic rigid restrain on railway piers -
Detail of slab reinforcement
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Temporary railway pier works -
Reinforced concrete casting of pier foundations -
Launch of abutment segment on temporary piers (November 2007) -
Work site preparation (November 2007) -
Launch of standard spans with crane from the bottom (December 2007) -
Incremental launching phase with launching nose on the railway span - 1 (July 2008)
S.S. no.14 - Portogruaro Variant - 2nd Lot and modification of the 1st Lot (VE)
BACKExecutive design of the Reghena Viaduct and the Overpass over the roundabout on the S.S. no.53 as part of the works on the S.S. no.14 - Portogruaro variant - 2nd Lot and modification of the 1st Lot (VE).
Composite viaducts with composite welded double T beams - Slab thickness 30 cm and total width 13.2 m.
ReghenaViaduct: Total length 680 m with average spans 50m, bank spans 46 m and railway span 88 m - Distance between beams 6.50 m - Beam height 2.10 m in the 50 m spans and variable from 3.90 m to 3.10 m in the 88 m and two adjacent spans.
Overpass on the roundabout on S.S. no. 53: Total length 214 m - average arches 40m and bank arches 27m - Beam distance 6.50m and constant height 1.70 m.
Years: 2005-2009
References:
- FABIANI Costruzioni S.p.A.