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The Beckett, Tunbridge Wells

OVERVIEW

The Beckett, a new retirement village close to the centre of Royal Tunbridge Wells, in Kent, comprises three luxury apartment buildings of three, four and six storeys. The contemporary design provides 89 quality appointed apartments with a landscaped garden, all arranged around full-height atriums, allowing natural light to reach the centre of the buildings. The upper floors are set back, providing generous terrace areas which include a ‘sky lounge‘. All three buildings are concrete frame and as with any reinforced concrete slab design, The Beckett is at risk of punching shear failure, which traditionally has been resolved by adding further concrete, such as downstand beams, or localised thickened column heads. However these require complex formwork and significantly reduce the benefits offered by the flat slab design. The Schöck Bole shear rail system counters any punching shear risk and is cost-effective and significantly faster than traditional loose links – as much as four times faster in fact. This is because when using traditional links it involves far more ties to the reinforcement matt than when using the Schöck Bole. The ready-to-install reinforcement element consists of double-headed studs with spacing bars to ensure correct positioning. Two spacer bars are welded to the vertical studs, which ensure the correct distance between uprights and the forged stud heads guarantee a perfect finishing bond with the concrete. The dramatically reduced fixing time far outweighs any additional material costs that may be involved with a prefabricated system.  

Products featured in this case study

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Schöck Bole® - Punching shear reinforcement

Schöck Bole® - Punching shear reinforcement

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