How heavy duty are uncoupling membranes in terms of traffic over the top and can they be used with 6" square tiles.
Got a customer who has used anhydrite in a job where it really probably should not have been used. Replacing it is a nightmare so he now wants to put tiles onto it. Is useing very good quality quarries (6"x6"x1"). I now need to offer him whatever advice I can to make it succesful. The likely traffic is small tracked vehicles, cars, pallet truck and palletised goods. Potential moisture ingress means the screed may become wet later on and this can lead to the innevitable tile failure. Could we minimise the risk of this using a dural or ditra mat between the tiles and the screed. Heaviest vehicle probably in the region of 2 tonnes uniformly distributed over 3 or 4 square meters.
Wot do you guys think
Got a customer who has used anhydrite in a job where it really probably should not have been used. Replacing it is a nightmare so he now wants to put tiles onto it. Is useing very good quality quarries (6"x6"x1"). I now need to offer him whatever advice I can to make it succesful. The likely traffic is small tracked vehicles, cars, pallet truck and palletised goods. Potential moisture ingress means the screed may become wet later on and this can lead to the innevitable tile failure. Could we minimise the risk of this using a dural or ditra mat between the tiles and the screed. Heaviest vehicle probably in the region of 2 tonnes uniformly distributed over 3 or 4 square meters.
Wot do you guys think