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The construction of Lille Cathedral<br />

began in the eighteenth century but<br />

the building was left unfinished and<br />

the west facade is currently an<br />

unsightly temporary infill.<br />

Monseigneur Vilnet, the Bishop of<br />

Lille, is instigating a refurbishment of<br />

the cathedral and a new west front.<br />

Pierre-Louis Carlier, a prominent<br />

architect in Lille, has assembled a<br />

team with a developer Cogedim, an<br />

artist, Ladislas Kinjo and Peter Rice as<br />

engineer to create a new facade.<br />

Pierre Louis Carlier's new facade<br />

consists of a tower on the left side<br />

which houses a belfry, a central bay<br />

designed by RFR and a re-surfacing<br />

of the remaining existing structure in<br />

copper leaf.<br />

A glass and stone facade is<br />

suspended from the stone arch. A thin<br />

marble layer is bonded to glass such<br />

that it acts as a light filter. Seen from<br />

the inside, the grain and colour of the<br />

stone enrich the quality of the light.<br />

Varying the nature and thickness of<br />

the stone varies the light colour and<br />

intensity.<br />

The rose window is conceived by the<br />

artist Kinjo. It is in stained glass made<br />

by a descendant of the Gruber family<br />

of stained glass artists. The traditional<br />

stained glass t~chniques are<br />

integrated with a modern engineering<br />

solution for the bracing structure using<br />

pre-stressed cables. The geometry of<br />

the cable structure was composed in<br />

collaboration with the artists as a<br />

relief element in their composition.<br />

The central bay is entirely in stone<br />

with a stainless steel tension bracing<br />

system. The arch is curved in section<br />

for bending stability. It is in the same<br />

'pierre bleu' used for the original<br />

cathedral. The bracing structure is<br />

prestressed such that the stone is<br />

always in compression as the strength<br />

of stone is its compressive capacity.<br />

In tension or bending it is very weak.<br />

32

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