Passerelle Valmy Paris Footbridge

Passerelle Valmy Paris, Parisian Foot Bridge, EPA Seine Arche, DFA Design

Passerelle Valmy : Paris Footbridge

La Défense + Nanterre Connection, France – design by Dietmar Feichtinger Architectes

2 Aug 2011

Passerelle Valmy

Location: La Défense / Nanterre, west Paris, France

Design: DFA | Dietmar Feichtinger Architectes

The footbridge Valmy

Linking the west part of the Parisian financial district La Défense with the city of Nanterre via the recently erected high rise building “Tour Granite”, this 90 m long footbridge winding through a dense architectural tissue is a modern urban promenade based on an ambitious structural concept.

Passerelle Valmy Valmy Footbridge Passerelle Valmy Paris Footbridge
photos : David Boureau

The client – EPA Seine Arche – is an institution in charge of developing the public space between La Défense and Nanterre. As issue of an architectural competition the project of the architect Dietmar Feichtinger has been chosen. Dietmar Feichtinger is the author of the Simone de Beauvoir footbridge in Paris and the 3 countries bridge in Huningue. For the Valmy footbridge he was assisted by the engineers Schlaich, Bergermann und Partner (Stuttgart).

A suspended architecture between the buildings of La Défense

Starting off behind the Grande Arche as a ramp continuing the general level the generous circumscription of the office building of the Société Générale Bank – visible in plan – asked for a specific solution. The architectural ambition for lightness and transparency is obtained by a balance of forces. The structural functions – tension and compression are clearly expressed. The dimension of each element is minimized. The organic and soft shape of the structure – close to the pedestrians – is in opposition to the monumental scale and the “cold” abstract expression of the high rise buildings.

The bridge keeps a large distance with the building and the supporting structure has been transferred to the exterior curve. This allows obtaining a maximum of natural light for the offices and the cafeteria. The bridge attains the “Tour Granite” on the first floor. Escalators and stairs link up with the ground level in the city of Nanterre.

The rhythm of the structural elements assures the identity of the bridge.
The main structural elements are the girders accentuating the bridge every 10 m, the “spinal column” of the bridge. The deck consists of a steel sheet box girder. The radiating “spine elements” are interconnected by pre-stressed cables. A system of cantilevers takes on the vertical forces.
Resistance against torsion is assured by the deck and retaining cables below pre-stressed in the circumferential direction.

The walking surface of the deck is covered with a uniform dark grey epoxy resin. The continuous surface opposes the stone pattern of the existing platforms and reinforces the impression of the bridge as a link.

The railings are composed of pre stressed horizontal steel cables and a tube of stainless steel as handrail. The posts are made of 2 parallel steel plates including fixation for the light.
Functional light is assured by fluorescent tubes vertically installed with each post and covered by a perforated stainless steel protection sheet.

Glass screens as wind shields are fixed at the exterior curve so that the pedestrian may contemplate the cityscape. At night the illumination of the masts emphasizes the rhythmic structure of the promenade.

The structure

Passerelle Valmy Valmy Footbridge Paris Footbridge
photos : David Boureau

One can compare the structure of the Granite-footbridge with a spinal column: each element participates actively to assure stability creating a balance of tension and compression forces achieving maximum lightness: the spinal elements (“masts”), cables and the bridge deck.

The deck is formed by a steel beam, an element forming a trapeze in section – 4,5m large, 600mm high on the exterior and 300mm high on the interior edge. The beam is composed by welded steel plates, S355, reinforced with transversal stiffeners.

The spinal elements are made of steel plates, S460. They are oriented towards the center of the curved geometry of the deck. The main plates are stiffened by perpendicular plates welded to the main plate forming a cross section responding to compression forces.

The diagonal suspension cables link the spinal elements to the deck.

All three elements compose the “spinal column” of the bridge.

The retaining cables are anchored to the deck at the two ends. 3 monotoron cables of a diameter of 65mm are fixed to the spinal elements under the bridge deck. Prestress is induced during the mounting process.

The support

The bridge is supported on each end by a combination of 2 anchoring elements fixing the beam:
On one side the bridge is supported by a pile and anchored in the concrete slab of the existing platform, on the other side it is supported by 2 piles.

The suspension structure – spinal elements and suspension cables – supports the vertical forces. It is positioned asymmetrically to the deck beam. Forces are being transmitted from the centre to the anchorage on the 2 ends. The closer one gets to the supports the stronger are the forces in the cables. This is why the number and the diameter of the cables as well as the height and the cross section of the spinal elements increase towards the supports.

Torsion is created by the curved geometry in plan and the asymmetrical layout of the supporting structure. Retaining cables are being installed under the bridge deck linking the spinal elements to balance torsion inducing a horizontal force.

The curved layout and the inclination of the upper part of the spinal element demand transversal stabilisation. A vertical cable linking the two ends of each spinal element responds to this effort.

The bridge deck is as light as possible and responds to flexion and torsion.

A lift gives additional access to the bridge linking the street level to the deck.

Mounting of the bridge

The bridge deck is composed by 26 prefabricated elements delivered on site by special transport.

The elements are installed during the night on a temporary support allowing to keep the street on ground level accessible all time. The deck elements are positioned taking into account a counter curvature and welded one to the other obtaining a 90m long continuous deck.

The deck is positioned on temporary supports allowing readjustment of the geometry necessary due to deformation during the welding process. Tension elements – suspension cables and retaining cables – are fixed on the spinal elements with connectors allowing to induce tension and prestress.

The retaining cables are tensioned by pulling the preinstalled cables towards the exterior curve. Special adaptors are fabricated to allow a step-by-step process. Jacks pull the cables into their final position. After positioning the retaining cables the temporary support can by dismounted. The bridge takes its final structural state.

Passerelle Valmy Valmy Bridge Passerelle Valmy Paris
photos : David Boureau

Characteristics of the Bridge:

Length: 90m
Width: 4,50m
Steel: 300t

Passerelle Valmy – Building Information

Project / Projet / Projekt: Footbridge Valmy Passerelle Valmy Fussgängerbrücke Valmy

Address / Adresse: Rue des longues Raies, 92000 Nanterre, France

Client Address / Maître d’ouvrage Adresse / Bauherr Adresse: EPA Seine Arche 29 rue des Trois Fontanot 92024 Nanterre Cedex

Architect / Architecte / Architekt: Feichtinger Architectes, Arch. Dipl.-Ing. Dietmar Feichtinger, mandataire 11, rue des Vignoles, 75020 Paris

Competition / Concours / Wettbewerb: Claire Bodénez, Ulrike Plos, Simone Breitkopf, Christian Wittmeir Silviu Aldea, rendering

Project team leader planning / Chef de Projet / Projektleitung Planung: José-Luis Fuentes, team leader ; Mathias Neveling

Team / Collaborators planning / Mitarbeiter Planung: Christian Wittmeir, Guy Deshayes

Engineers / Bet / Statik: SBP, Stuttgart

Passerelle Valmy – Paris Footbridge images / information from DFA | Dietmar Feichtinger Architectes

Passerelle Valmy design : Dietmar Feichtinger Architectes


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Another Paris bridge design by DFA | Dietmar Feichtinger Architectes:

Passerelle Simone de Beauvoir

Passerelle Simone de Beauvoir, Paris, France
2006
Passerelle Simone de Beauvoir
photo : David Boureau
Simone de Beauvoir Footbridge

The pedestrian bridge with a length of 304 meters links the new districts of Paris- Bercy and Tolbiac – and at the same time the new national french library with the Park Tolbiac. Flying above the busy freeways which track the Seine, the footbridge touches down on the quayside promenades and links the public plaza of the National Library with the new Bercy Park beyond the river, thus ensuring the centre-stage role of the Seine which it plays in the heart of Paris. Different to the average 100 meters in the city centre, the Seine has here a width of 150 meters. The two existing bridges in a distance of 700 meters delimit the «Bassin de Bercy». The new footbridge maintains the coherence of this unusually open Parisian space by reaching across the river in a single, continuous span, without intermediate supports.

By its innovative construction, the pedestrian bridge adopts the Parisian bridge tradition.

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