Attraversamento Ferroviario do Sado
Portugal
To keep the distances between the longitudinal girders of the composite forming carriage constant in the broadening zone of the bridge structure and thus ensure a constant track-width, the Doka project engineers devised a system in which the roller trestles are not mounted directly on the longitudinal girders of the structural steelwork (as is usually the case), but on a transverse steel girder.
Project data
- Year of completion
- 2010
- Project duration
- 18 Months
- Country
- Portugal
- Town or city
- Lisbon
- Realization
- Teixeira Duarte Sede Lisboa
- Structure
- Bridge
- Type of structure
- Composite construction
Bridge deck/superstructure
- Shape
- Straight
- Type of carriage/traveller or formwork
- Overslung composite forming carriage
- Length of bridge (superstructure)
- 2735 m
- Width of bridge (superstructure)
- 15.70 m
- Height of bridge (up to top edge of superstructure)
- 20 m
- Cross-sectional shape of structural steelwork
- I-section girder
- Clear width of structural steelwork
- 7
- Clear height of structural steelwork
- 2.60
- Length of concreting section
- 31.50 m
- Number of casting sections
- 106
- Cycle time
- 7 -day cycle