Pouring concrete in slab-column joint?
Pouring concrete in slab-column joint?
(OP)
Because of high axial column force I want to pour the column with much higher concrete strength than slab. So, there are two concrete mixes in slab-column joint and I'm wondering if there are any problems to achieve column high strength concrete continuity across the slab? Special column concrete mix design, etc.
Tahnk you in advance






RE: Pouring concrete in slab-column joint?