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VSH Turòa nad Bodvou - Nemetschek Scia

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This landmark residential development situated at the top of Richmond<br />

Hill in the centre of Bournemouth was undertaken as a<br />

design/build contract with Taylor Woodrow Construction for client<br />

Taylor Woodrow Developments Ltd.<br />

The building consists of thirteen stories above ground plus a basement<br />

level.<br />

After careful consideration of the constraints imposed by the<br />

requirement to minimise the structural floor zones to keep within<br />

planning constraints, the irregular plan form of the building and the<br />

need to optimise the construction period, it was decided to use an<br />

insitu concrete frame up to 12th floor with structural steel framing<br />

for the penthouse. Careful attention was given to rationalising the<br />

reinforcement and concrete sections in order to simplify and speed<br />

the construction process.<br />

Piled foundations were provided using continuous flight auger with<br />

a contiguous piled retaining wall to the perimeter of the basement<br />

where boundary constraints prevented the use of a conventional<br />

concrete retaining wall.<br />

A final complication in the design of the foundation was the presence<br />

of a 1000mm diameter surface water sewer crossing the<br />

footprint of the building and the need to position piles to avoid<br />

surcharging the sewer with loads from the new construction.<br />

The analysis needed to take account of the transfer of load from out<br />

of line columns above and below the first floor slab together with the<br />

enforced irregular pile locations. The arrangement of these stepped<br />

supports resulted in varying degrees of support to the upper floor<br />

slabs. The use of ESA-Prima Win enabled the whole structure to be<br />

modelled to provide an accurate and true reflection of the overall<br />

structural behaviour. Our experienced Chartered Engineers used<br />

the software to interpret the resulting distribution of moments in<br />

floor slabs and vertical load in columns to provide economic steel<br />

reinforcement quantities. Accurate values for punching shear were<br />

available to ensure all loads were safely transferred to foundation<br />

level where an economic arrangement of piled foundations was<br />

established.<br />

Landmark Residential Building<br />

This landmark residential development situated at the<br />

top of Richmond Hill in the centre of Bournemouth<br />

was undertaken as a design/build contract with Taylor<br />

Woodrow Construction for client Taylor Woodrow<br />

Developments Ltd.<br />

Landmark Residential Building in Bournemouth<br />

161

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