Stanhope Gate

Façade retention and three-storey post-demolition basement works.

This project required piled supported façade retention to facilitate a three-storey basement and extension into the street. Top-down basement construction was part-propped, including infill plank design to the perimeter wall, where piles could not be installed, along with grouting for localised soil stabilisation.

Additional requirements included formed piling platforms raised to four metres, along with plunge column braced crane grillage. De Construction Solutions also provided propping and general temporary works engineering support during both the demolition phase and the new build scheme.