Frames Case Study : Bridgewater place Leeds

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Advanced Construction Technology
By Professor Chris Gorse & Ian Dickinson – licensed under the Creative Commons Attribution – NonCommercial – Share Alike License
http://creativecommons.org/licenses/by-nc-sa/2.5/
Erecting a central core: Frames Case
Study - Bridgewater place Leeds
Chris Gorse and Ian Dickinson
These slides should be read in conjunction with Emmitt, S. and Gorse,
C. (2010) Barry’s Advanced Construction of Buildings. Oxford, Blackwell
Publishing
Building Dimensions & characteristics
Construction
• Substructure
– Bored pile foundations.
– 2 level Basement formed in sheet pile retaining structure.
– Insitu concrete columns and floors up to level 1.
• Superstructure
– 5 cores provide lateral support to structure formed in
reinforced concrete constructed using slip & step form
methods.
– Post tensioned concrete floor slabs used for level 1 and above.
– Insitu concrete circular columns self finished within office
areas.
– Structural steelwork used to form certain minor structural
elements.
Base of lift shaft (central core). The deep foundation allows the lift shaft to
act as a cantilever beam.
Reinforcement in the lift shaft foundation
Core and frame structure
ACCESS STRATEGY (west)
Lift shafts erected first
Reinforced concrete floors are tied into the lift shaft
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