Waterloo International Terminal, London UK, Architect-  Grimshaw

The glazing of complex 3D surfaces relies heavily on the understanding of the limitations of manufacture and construction techniques.

From very early on in the design stages it was obvious that the site profile, dictated by the track alignment, would influence all geometric decisions. Geometry, flexibility and buildability were the key to success through a thorough understanding of fabrication, manufacturing and building processes.

Standardization was critical for success and the key problem was to reconcile this to a very irregular morphology. A solution was reached that enabled 230 ‘standard’ rectangular glass panels out of a total of 1680. Each panel overlapped each vertically adjacent panel much like snake scales. The key to eliminating geometric twist was the incorporation of a standard neoprene concertina gasket, which could accommodate out of plane variances of approx. +/- 80mm. Each panel was fixed to the external steelwork via a series of standard interconnecting stainless steel castings. These connections were assembled from four independently rotating components allowing a variance in position of +/- 180mm in each axis. This high degree of managed flexibility ensured that the very tight construction time of 6 months could be achieved despite numerous occasions of incorrect tolerances.

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