Schlumberger Cambridge Research Centre

Hardo Braun, Dieter Grömling

Description

The Schlumberger Development Centre represents one of the most interesting architectural examples for the extensive use of Teflon-coated fibreglass. The complex was erected in two phases: during the first phase, a test drilling station and a general area were built; they are covered by a translucent space truss reminiscent of a marquee. This structure is flanked by one-storey wings, housing offices and laboratories. During the second phase, two freestanding pavilions were built, which accommodate offices, laboratories, and computer rooms. They are linked by a shared entrance hall that is likewise covered by a translucent roof.

The special shape of the building reacts to the functional requirements of the brief and also meets the clients wish for vivid social interaction between the scientists. The prominent space truss with a translucent membrane protects the oil-drilling platform and a winter garden from the elements. Three fields measuring 24 x 18 m are located in the centre of the complex; the southern field houses the winter garden and a canteen and library. The mentioned five low-rise office wings are positioned on either side to the east and west. The gaps between the volumes form the entrances that are highlighted by tensioned cables of steel trusses supporting the roof membrane.

The laboratories of the first building phase face the test areas and the general zone, while the offices are orientated towards the surrounding landscape. At the planning stage of the second building phase, the majority of scientific test procedures were to be replaced by computer simulations. Instead of providing large central test areas as did the first phase, the central zone of the second phase now contains laboratories and shared areas.

Each of the five office/laboratory wings of the first phase consists of five structural bays with steel trusses at 3.6 m centres from which the roof build-up is suspended. Except for the foundations the entire building was assembled using prefabricated elements.

The translucent Teflon-coated fibreglass roof membrane is expected to last more than twenty years. It is suspended from the exterior steel frame structure with cables. Primary structural elements are framework towers spaced at 19.2 m. They are connected by inclined trusses and tensioned members and fixed to the ground with guy cables.

Drawings

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Schematic sketch of building

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Ground floor

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Cross section

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Longitudinal section through main building

Photos

Overall view of the complex

The second phase entrance hall with its translucent roof membrane links the identical pavilions


Originally published in: Hardo Braun, Dieter Grömling, Research and Technology Buildings: A Design Manual, Birkhäuser, 2005.

Building Type Research & Technology Buildings

Morphological Type Complex/Ensemble

Urban Context Industrial Area/Business Park, Peri-Urban Region/Urban Interstices

Architect Michael Hopkins & Partners

Year 1985-1988 (phase I)
1990-1992 (phase II)

Location Cambridge

Country Great Britain

Geometric Organization Linear

Height Low-Rise (up to 3 levels)

Load-Bearing Structure Column-and-Slab, Wide-Span Structures

Access Type Atrium/Hall, Comb/Grid Systems

Layout Atrium Plan, Deep Linear Plan

New Building, Refurbishment or Extension New Building

Program Laboratories

Map Link to Map