newbuilder
Structural
- Jul 1, 1999
- 73
I have recently come across a situation where internal tiling for a 30 storey reinforced concrete tower block has debonded from the render backing. The pattern of failure occurs on every floor where the tiles are fixed to blockwork walls.
I think the main problem may be caused by the walls not having soft joints specified or constructed at their heads (each storey is approx 3m high) and progressive loading may result. The flaw in this hypothesis is that failure also occurred in the upper lightly loaded floors too.
The inspectors claim that delamination only happened after the tile joints were grouted.
Have any other members found similar problems or have any tips as to the possible cause?
nb
I think the main problem may be caused by the walls not having soft joints specified or constructed at their heads (each storey is approx 3m high) and progressive loading may result. The flaw in this hypothesis is that failure also occurred in the upper lightly loaded floors too.
The inspectors claim that delamination only happened after the tile joints were grouted.
Have any other members found similar problems or have any tips as to the possible cause?
nb