New Victoria

Sitting adjacent to Manchester Victoria station, the £185m New Victoria development is a two-phase scheme initially involving two residential towers of 20 and 25 storeys providing 520 one, two and three bed apartments. The second phase being a 13-storey office block. The façade concept is a ‘hooped envelope around a glass box’ with the ‘envelope’ consisting of vertical panels from the first floor to roof level. As with any reinforced concrete slab design, the project 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 measures require complex formwork and significantly reduce the benefits of the flat slab design. By incorporating the Schöck Bole shear rail system – with its ready-to-install reinforcement element consisting of double-headed studs with spacing bars to ensure correct positioning – installation is cost-effective and significantly faster than traditional loose links. In fact, Shaun Farrell of Mayo Civils, the concrete frame contractor, comments:  “We were pleased to find that by using the Bole shear rail system on the project, installation was four times faster than if we had used shear links.” Shaun goes on to explain that: “when using traditional links the installation time is increased because twelve ties are involved, six of which have to be tied to the bottom steel matt, which involves getting your hands between the rebar. With the Schöck Bole six-stud shear rail, it only involves two ties to the top matt”.