I have laid 135 square meters of 90mm PIR in readiness for UFH next week, which will be followed by Cemfloor liquid screed.
With a floor this size, I'm sure one can imagine the pig of a job this has been with cuts around doorways, walls, services, etc.
The floor is predominately block and beam with some areas of concrete slab. As anyone who has worked with B&B will know, the beams are bowed to allow for bounce/ suspension (?) which means the floor can never be 100% level even after the slurry poured to fill gaps between the blocks etc.
This inevitability causes a bit of bounce in the PIR in SOME areas. I have tried my best to make "relief cuts" and used expanding foam in gaps but the PIR doesn't sit down until some weight is on it. I have sand blinded the really bad areas/ low spots but there is still some movement.
I am of course time bound as both the UFH and Screed are booked. Should I continue to lose sleep over this or will the weight of the screed push/ keep it down? The depth of the screed will be 45mm. Help!
With a floor this size, I'm sure one can imagine the pig of a job this has been with cuts around doorways, walls, services, etc.
The floor is predominately block and beam with some areas of concrete slab. As anyone who has worked with B&B will know, the beams are bowed to allow for bounce/ suspension (?) which means the floor can never be 100% level even after the slurry poured to fill gaps between the blocks etc.
This inevitability causes a bit of bounce in the PIR in SOME areas. I have tried my best to make "relief cuts" and used expanding foam in gaps but the PIR doesn't sit down until some weight is on it. I have sand blinded the really bad areas/ low spots but there is still some movement.
I am of course time bound as both the UFH and Screed are booked. Should I continue to lose sleep over this or will the weight of the screed push/ keep it down? The depth of the screed will be 45mm. Help!
