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Description: "The construction of this footbridge was an old claim of the inhabitants of the two neighbourhoods separated from one another by the trench of the BV-1432 road. These two residential areas, Terra Alta, on the south bank, and can Gili, on the north one, have a different nature: can Gili is a dense zone with shops and community services, but no green areas, and Terra Alta is a low density urban area, with a community park, but with no services. So far, people from one neighbourhood wanting to go to the other one had to make a detour, crossing the road through a highway bridge, placed at the east border of these urban areas, with a single narrow footway in one of the sides of its deck. For these reasons, at the beginning of 2001 the Granollers Borough Council commissioned Alfa Polaris to carry out the concept design and the detailing document of a new link between these two urban areas. The design of the proposed link was strongly conditioned by the asymmetric shape of the cross section of the road trench. We looked for a design that highlighted this asymmetry marked by the different level of the two banks Terra Altas bank is 4.3 metres higher than can Gilis one and the presence of a small platform in the middle of the south cutting of the trench. The client and the designers looked for a solution with reduced whole life cost and environmental burdens. This is the reason why we chose Corten steel whose rusted skin protects itself from further corrosion for the structure, LED lamps with long life span and energy efficiency for the street lighting over the deck, and polymeric timber with almost no maintenance for the decking over the structure. We proposed a cranked shape beam, varying in width and in depth, spanning 32.7 metres, formed by two Corten steel longitudinal hollow box girders. Over the main span the footpath is channelled by this two box girders which are linked together at bottom flanges by transversal beams. The latter, in turn, give support to the two metre wide polymeric timber decking through longitudinal joists. Over the south foundation, placed on the mentioned platform, the main cranked beam takes a V shape, the top ends of which give support to a small deck. This, linked to the main structure by means of two sets of steel hinges, spans 13.9 metres. Doing this way, we avoided to build a foundation on the top of the south cutting of the trench, which had very bad ground conditions. At this V shape section, the two girders that form the main beam are linked together through transversal diaphragms hidden by external plates, so that the beam seems to be a single box girder. In this project, steel allowed us to easily achieve the sculptural forms the proposed design required. Moreover, using steel for the deck permitted us to manufacture the deck in the controlled environment of the fabrication workshop, so that, meanwhile the foundations, the piers and the abutments of the footbridge were made on site, the steel structure was being fabricated. This helped us to increase the quality of the product and speed up the construction process. On the deck the street lighting is provided by means of twelve LED lamps, supported and protected from vandalism by means of Corten steel shelters fixed to the inner webs of the main structure. Additional lamp columns, with stainless steel stems, were installed on both approaches. The footbridge was open to the public in January 2010."
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ECCS-CECM-EKS - 32, av. des
Ombrages, bte 20 - 1200 Brussels - Belgium - Tel.: +32-2/762.04.29 - Fax:
+32-2/762.09.35 - E-mail: eccs@steelconstruct.com
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