23.04.2015 Views

Atomic Weapons Research Establishment. Orford ... - English Heritage

Atomic Weapons Research Establishment. Orford ... - English Heritage

Atomic Weapons Research Establishment. Orford ... - English Heritage

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Figure 32: The Control Room E4, showing the large southwestern control room, with subfloor<br />

cable ducts and sound proofingb boards. (c) <strong>English</strong> <strong>Heritage</strong> DP070006<br />

To the east of the Control Room, is a simple rectangular brick Electrical Sub Station<br />

E7/166, comprising to the south a large room that housed the transformers and to<br />

its north a smaller switch room. The building was protected by a carbon dioxide fire<br />

suppressant system, with a three cylinder holder in the larger room feeding into red<br />

painted pipes; the system could also be activated by a red switch on the building’s<br />

exterior. To its east is the brick Pump House E8/167, in plan this building is a truncated<br />

T-shape with a large central plant room and two small self-contained bays to either side.<br />

The full description for this building noted it contained the combined pump house for<br />

fire mains, condensate and appliance room. In the large central room was an electric<br />

and diesel pump, the western bay was described as the Condensate Building, which<br />

presumably handled condensed water from a steam heating system. To the rear of this<br />

building were two large Braithwaite water tanks supported on low concrete walls with a<br />

total capacity of 72,000 gallons (372, 312 litres). Only the tank to the west remains.<br />

Vibration test buildings – The Pagodas<br />

The most distinctive structures built during this phase were the Vibration Test Buildings,<br />

commonly referred to as ‘The Pagodas’. The specification for the Vibration Test<br />

Buildings included the ability to withstand the accidental detonation of 400lbs (181.4kg)<br />

of high explosives. The report on their design noted that ‘the design of such a building<br />

is beyond normal architectural or structural practice’ (Millington 1971). Responsibility for<br />

the design of the structure lay with the Southern Works Organisation of UKAEA and G<br />

W Dixon ARIBA was identified as the architect. Interestingly, a similar design had been<br />

used in the early 1950s at the Explosives <strong>Research</strong> and Development <strong>Establishment</strong>,<br />

© ENGLISH HERITAGE<br />

48<br />

10 - 2009

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!