Discuss To Ditra or not to Ditra... in the UK Tiling Forum area at TilersForums.com.

G

Gazzer

The main point is assessing the deflection that is there.
I personally would go on how it felt as i walked across the floor. There was a old story we used to hear that if a pint glass of water was filled to the brim and then you walked around the glass 1m away. If any water ran down the side of the glass the floor had too much deflection........I also heard that if it didnt , that you should walk heavier !!!!
 

HimediA

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'The old ones are the best'... but that is at least a demonstrable test! I'm now anticipating the look on my wife's face when she sees me walking around a glass of water on the floor. She'll think I've listened to her at last and it's some AA mantra thing...
Now I wonder, will my 16 stone bulk be sufficient or should I strap a few 600 x 400 slabs of the appropriate flooring limestone to my back...:lol:
 
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HimediA

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What's the width and length of the room?
Edit: found it ignore that.
I'd have said the floor is big enough to warrant using a decoupling membrane (Dural not Schluter mind) to be fair.
Though without looking at it and testing for deflection nobody could guarantee either way.
Now Dan you're trying to confuse me... :yikes: what is the difference? performance? price? other?
 

HimediA

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The main point is assessing the deflection that is there.

If deflection is the issue that is something I can assess and make a judgement on (pint glass or no pint glass.)

But if that's the case why do people say that with a room my size (7/5m x 5.5m) I should consider using matting? What difference does the size make, assuming supporting brick piers are in every 1.5m or so under most floors surely the vertical deflection is going to be similar whether 2m, 20m or 200m?
 

HimediA

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i think the ditra matting transfers the downward stresses to whatever is below it, and reduces the stress on the tiles somehow. it's not just lateral movement it counteracts, but vertical too. at least that's how i thought it worked.

Thanks John, but the engineer in me can't really see how a flexible 3mm membrane can really add much in the way of vertical shear strength. If the floor's solid then it's solid (well, within reason, you know what I mean), if it's really not solid then no thin plastic membrane in the world is going to add any significant deflection-preventing strength.

Of course I could just be a numpty.
 
A

Aston

hi himedia,

1, the delection (up and down movement) needs to be sorted. get this wrong and the height you've saved will seem irrelevant to the extra outlay of a newly tiled floor!!
2. the de-coupling membrane is to help prevent lateral movement (side to side) unfortunatey, all buildings move due to expansion and contraction through out the year, so if the floor is solid (no up and down movement) then id still put down a de-coupling membrane to counter balance the expansion and contraction.

the larger the area, the move need for a decoupling membrane.....
 

HimediA

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dural or ditra is not there to take up the deflection, it's installed to combat lateral stresses.

Thanks Doug, that I can understand. But on a long-standing floor that has been significantly strengthened and really does feel darned solid, and with no underfloor heating or any significant underfloor moisture levels that are likely to bring about any lateral movement, I'm guessing that matting ain't really going to do a lot, except add to my bill and floor height...

Of course those cynics out there may now think I've just ignored all the advice and have gone with the answer I liked the sound of and could make fit. That really isn't the case. Promise.

If anyone out there can tell me why matting is going to make any significant difference to my floor then I'll lay it.
 
G

Gazzer

Probably a quicker way would be to chat with our Sponsor Dural Welcome

My point about deflection is just one issue. If the floor were free from deflection then I would still want a backer baord laid at least...I dont like tiling to wood...it will move. Seeing as you are laying stone then I would want a decoupler but the floor has to be solid. The size of the floor is quite large and as such will have more movent both ways than a similar constructed floor of a smaller size.
You may want to consider movement joints too....all that is discussed by clicking the Dural links on the side of the page here.
 

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