bissoejosh Posted April 23, 2019 Share Posted April 23, 2019 Assuming a non structural 85mm sand and cement screed how do I determine if I need reinforcement mesh/fibres or nothing at all? Buildup: Beam and Block Sand blind / EPS DPM 150mm Kooltherm K3 Seperation Layer 85mm Screed with UFH Many thanks Link to comment Share on other sites More sharing options...
nod Posted April 23, 2019 Share Posted April 23, 2019 Your as well ordering the screed with fibres in and making sure you have a joint at each doorway 3 Link to comment Share on other sites More sharing options...
epsilonGreedy Posted April 23, 2019 Share Posted April 23, 2019 1 hour ago, nod said: Your as well ordering the screed with fibres in In another thread @PeterWmentioned fibres don't add much to the cost, < 10% extra per ton. Link to comment Share on other sites More sharing options...
epsilonGreedy Posted April 23, 2019 Share Posted April 23, 2019 1 hour ago, nod said: and making sure you have a joint at each doorway I have been thinking about this but did not realize it was a known construction option. Can the joint be formed using the same material used for floor screed edge insulation? Link to comment Share on other sites More sharing options...
Mr Punter Posted April 23, 2019 Share Posted April 23, 2019 9 minutes ago, epsilonGreedy said: Can the joint be formed using the same material used for floor screed edge insulation? Sometimes they use a tool to create a slot in the screed while it is still green Link to comment Share on other sites More sharing options...
epsilonGreedy Posted April 23, 2019 Share Posted April 23, 2019 Since posting I have been wondering if there is a downside. If such a slot encourages movement to occur at the slot and UFH pipes run through the slot is there a danger of local stress fatigue to the pipes at that point? Link to comment Share on other sites More sharing options...
PeterW Posted April 23, 2019 Share Posted April 23, 2019 9 minutes ago, epsilonGreedy said: Since posting I have been wondering if there is a downside. If such a slot encourages movement to occur at the slot and UFH pipes run through the slot is there a danger of local stress fatigue to the pipes at that point? Highly unlikely given the expansion of screed per mm/C change and you’re talking about a crack or slot that is 1-2mm at most and is then filled. At approx 10 millionths mm/degree, a 10m slab will expand less than 2mm for 20c rise which tbh would be absorbed at the edges if at all. 1 Link to comment Share on other sites More sharing options...
nod Posted April 23, 2019 Share Posted April 23, 2019 Some screeners will run ther trowel through the screed on each doorway I always use a plastic screed joint 10 x100 mill Cheap as chips They are just strips of double wall Cut the excess pod afterwards 1 Link to comment Share on other sites More sharing options...
epsilonGreedy Posted April 23, 2019 Share Posted April 23, 2019 1 hour ago, nod said: Some screeners will run ther trowel through the screed on each doorway I always use a plastic screed joint 10 x100 mill Something like this? https://www.drainagesuperstore.co.uk/product/kform-k85-screed-rail.html Or? https://www.premiumtiletrim.co.uk/product/p-v-c-plastic-screed-expansion-joint-msr--beige-insert--by-genesis Link to comment Share on other sites More sharing options...
nod Posted April 23, 2019 Share Posted April 23, 2019 Yes To be fair the ones that we use are jus an 8 x4 sheet ripped into 100 s just saves the screed cracking in every doorway Link to comment Share on other sites More sharing options...
Simplysimon Posted April 23, 2019 Share Posted April 23, 2019 sorry to highjack post, if i screed prior to kit going up do i need expansion gaps? thought it would be easier to lay sand and cement rather than barrowing in through doorways. Link to comment Share on other sites More sharing options...
epsilonGreedy Posted April 23, 2019 Share Posted April 23, 2019 46 minutes ago, Simplysimon said: sorry to highjack post, if i screed prior to kit going up do i need expansion gaps? thought it would be easier to lay sand and cement rather than barrowing in through doorways. I asked a related question about laying a ground bearing garage floor slab and was told that pouring concrete into a pool formed from a one block high perimeter wall would simplify the process. Not sure why you think such an alternative floor creation workflow influences a decision over door threshold expansion joints. Will you be fitting UFH? I ask because I am thinking of the Grand Designs Graven Hill lady who suffered frost damage because cold weather got her UFH pipes due to a delay in creating a weathertight shell. Less of a concern for you given the current time of year. Link to comment Share on other sites More sharing options...
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