Robert Bird Group are pleased to see the successful installation of the temporary support truss which marks a significant milestone for the Bank Station Capacity Upgrade Project. The truss which supports 4 levels of basement slab within the 18.5m deep piled basement structure, enables construction of a new 8 level deep Bank Station entrance. This innovative approach eliminates the detrimental programme and H&S impacts of the plunge column alternative within the low level 20m deep SCL shaft. The shaft houses the lift and stairs, and is adjacent to an inclined escalator barrel, both of which are subsequently constructed from the base of the piled box.
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