North Hospital of Grenoble, Construction of a helipad on the roof

As the previous helipad of the Hospital Center could not be exploited any more because of its too steep situation, the request was focused on a new equipment to be built on the terrace of the New Technical Platform in project. Important equipment because in addition to a landing/takeoff area, it was also necessary to [lire la suite].

Bamboo « contemplation » exhibition pavilion, in Arles

As part of the Rencontres de la photographie 2018 (photography encounters) in the town of Arles, C&E ingénierie joined forces with the Colombian architect, Simon Velez, to design a pavilion with a bearing structure in bamboo. The structure is 68 metres long, 16 metres wide and 9 metres high and is made up of a [lire la suite].

Rehabilitation of the Hôtel Lutetia, Paris Rive Gauche

The hotel Le Lutétia built in 1910 by the architects Louis-Hippolyte Boileau and Henri Tauzin is a remarkable and very homogeneous building. The main façade (rue de Sèvres and boulevard Raspail) is adorned with stone sculptures, vine motif and trellis. The corner of rue de Sèvres and boulevard Raspail is the outstanding feature of the [lire la suite].

General purpose hall and exterior covered space, at the Parc du Tremblay in Champigny sur Marne

The installation of the construction overhanging the park site is intended to establish physical and visual links with the athletics stadium below, access to the park and the view towards the distant landscapes. Opposite the renovated athletics track, the facilities are laid out like the background of an antique theatre. In this system, the structure [lire la suite].

Centre Aqualudique Aqualagon, in Marne-la-Vallée

As part of the development of a resort village in Marne-la-Vallée in Seine-et-Marne, the Villages Nature du Val d’Europe entrusted the construction of the water complex to architect Jacques Ferrier. The project comprises three separate entities: the water pavilion containing the swimming pools (110×80 m with a maximum height of 27 metres), the air pavilion [lire la suite].

Chai, in Saint Emilion

Design of the shell on a contemporary construction on a wine growing estate whose architectural identity pre-exists the new project. The work carried out in close collaboration with the Architect and Engineer Samuel Nageotte, a partner with the Ateliers Jean Nouvel consisted in merging water tightness and air tightness for the new constructions and their [lire la suite].

Footbridge and extension to the platform for the T2 tramway, Pont d’Issy development zone, Issy-les-Moulineaux

This is an urban footbridge. This involved creating a deck to ensure continuity for pedestrians and cyclists between the newly planned Pont d’Issy development zone district and the district where the T2 tramway and RER C arrive opposite the esplanade. The connection between the footbridge and its accesses is treated as an urban mechanism. This [lire la suite].

Bureaux des Services de la CREA, in Rouen

The 8,300 m² building was completed in July 2017. The main feature of this 6-storey building is a rectangle split longitudinally in its centre, giving the impression of two dissociated parallelepiped-shaped sections. A car park at a basement level is located under the building. Two materials are used for the primary structure: concrete and steel. [lire la suite].

Historial of the Great War, in Péronne

“The project is located in the grounds of Péronne Château built under Philippe Auguste in 1204. The Château was seriously damaged during the great war and was restored in 1931 by the chief historic monuments architect Henri Moreau. In 1992 the building to house the Historial was built between the Château and the lake by [lire la suite].

Reinforcement for the Victor Fouche former maternity hospital, Martinique

The earthquake resistance work carried out for the building housing the Victor Fouche former maternity hospital, enabled certain reinforcement techniques to be developed such as “nailing” existing foundations by using micropiles, reinforcing hollow body concrete floors by means of pre-stressing and post-tensioning or the development of reinforced concrete retaining walls at variable thicknesses and dimensions [lire la suite].