WSP, with SME Expedition Engineering and architects Wilkinson Eyre, used results from wind tunnel tests and a snow load review, to conclude that structural thicknesses and profiles in the station roof could be modified to reduce the amount of steel needed by 1,000 tonnes.
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The changes will result in a cost saving of £7m, as well as a 2,700 tonne reduction in embodied carbon.
Adrian Tooth, project director at WSP, said: “Taking the benefits from wind tunnel testing and snow modelling, we have been able to make small incremental changes and reductions in material thicknesses of the roof resulting in a significant saving in the cost of the station”.
“Further applying the benefits from these techniques, we were able to harness savings and due to the reduction in material tonnage, realise the logistical benefits of reduced crane sizes.”
Matthew Botelle, HS2 programme director added: “By challenging the standard design approach, the WSP-Expedition design team have realised savings in the roof steelwork tonnage that has significantly reduced cost, construction complexity and embodied carbon.”
Dr. Pete Winslow, associate structural engineer at Expedition, said: “As the roof shape is not fully represented in the wind and snow loading design codes, testing was carried out together with specialists RWDI to establish more representative loads; proving them to be less than the code suggests.
“The WSP-Expedition team has then refined and validated the structural design all whilst maintaining Wilkinson Eyre’s architectural vision for the station”.
The roof at Old Oak Common comprises a series of tapered vaults with glazed rooflights to provide ventilation and daylight for the station. Spanning up to 65m, the vaults are formed from fabricated steel box section arches and are supported on box section primary beams founded on tapered steel columns.
Fabricated using weathering steel, the visible parts of the roof steelwork will be painted for aesthetic reasons.
