The Llinars Bridge this bridge is the first steel structure in the

high-speed rail High-speed rail (HSR) is a type of rail system that runs significantly faster than traditional rail, using an integrated system of specialised rolling stock and dedicated tracks. While there is no single standard that applies worldwide, lines ...

way (HSR) joining Barcelona and the French Border. The Llinars HSR bridge comprises two parts: a composite steel–concrete structure crossing

Autopista AP-7 The ''Autopista AP-7'' (also called ''Autopista del Mediterráneo'') ( ca, Autopista de la Mediterrània) is a Spanish Highways in Spain, autopista (controlled-access highway). It runs along the Mediterranean coast of Spain. AP-7 has two differ ...

, and a continuous prestressed concrete bridge crossing the Mogent River with a maximum span of . After analyzing many possible color combinations for the Llinars bridge, the designers selected blue for the members above the deck level and gray for the bottom of the longitudinal beams. This combination was intended to make the structure appear more slender.

Description

The Llinars bridge comprises two parts: A composite steel and concrete structure crossing AP-7 and a continuous structure made of prestressed concrete crossing the Mogent River with a maximum span of . The location of the piers was dictated by the highly skewed angle of the highway crossing and by the launching process used to erect the bridge. The final bridge features a composite steel and concrete deck suspended on structural steel tied members.

Construction

Construction of the Llinars bridge began in 2003. An effort was made to develop an aesthetically pleasing solution that would be transparent and well suited to the site. To avoid interfering with the operation of Barcelona’s critically important tollway, incremental launching construction methods were used for the composite steel and concrete section. This section includes a deck that is a continuous structure with five spans. The suspension members have a typical box girder cross section with an average depth of . The flange width, , does not vary along the girder. For aesthetic reasons, the members have a radius of curvature of , limiting the large structure’s vertical clearance over the highway and diminishing its visual obtrusiveness. A complex steel structure with innovative aesthetics. This High-Speed Rail Bridge required a complex dynamic analysis. The launching method used for construction avoided any interference with the traffic below and to complete the structure on time and budget.

References

*Sobrino, J.A.; Moving at the speed of steel. Civil Engineering Magazine, Volume 78, Number 4 pp. 69–75. ASCE, April 2008. *Sobrino J.A.; Two steel bridges for the high speed railway line in Spain. WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim. Stahlbau, vol 79, issue 3, pp. 181–187, March 2010.

External links

* * * * * * {{Cite web , title= High-Speed Lines (Madrid – Zaragoza - Barcelona - French Border Line) , publisher= ADIF , url= http://www.adif.es/en_US/infraestructuras/lineas_de_alta_velocidad/madrid_barcelona_frontera_francesa/madrid_barcelona_frontera_francesa.shtml , access-date= 2013-07-22 , archive-url= https://web.archive.org/web/20130707135710/http://www.adif.es/en_US/infraestructuras/lineas_de_alta_velocidad/madrid_barcelona_frontera_francesa/madrid_barcelona_frontera_francesa.shtml , archive-date= 2013-07-07 , url-status= dead Bridges in Catalonia High-speed rail in Spain Railway bridges in Spain