structSU10
Structural
- Mar 3, 2011
- 1,062
Looking into any possible way to cut back a cantilever concrete slab to a defined compound curve within a reasonable tolerance. The concept would be to allow a new facade wall to bypass the cut slab edge.
I have seen thermal lancing and hydro demolition may be options but was unsure if either have a tight enough tolerance (+/- 1" or so). My other thought was to demo more than required and recast to the desired curve. If it were possible in one go I would imagine its cheaper but maybe its asking too much.
I have seen thermal lancing and hydro demolition may be options but was unsure if either have a tight enough tolerance (+/- 1" or so). My other thought was to demo more than required and recast to the desired curve. If it were possible in one go I would imagine its cheaper but maybe its asking too much.