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Temporary/Permanent stair support for insulation & UFH

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I'm replacing my suspended floor with a concrete one, and have just poured the slab. The plan now is 150mm PIR, UFH pipes, and 50mm liquid screed.

The stairs are currently supported on a temporary 6x3 timber which allowed me to pour the slab straight through (picture below). The stairs need supporting on the stringer by the wall, and the post.

How should I support the stairs permanently?
1 - Directly on the slab. Wood? Brick? Something with a better U value? I would then insulate around the supports and pour the screed around them.
2 - Create a new temporary support that will allow me to lay insulation and the screed, and then place the stairs right on top when finished?
3 - Any other idea?

Thanks in advance!

1758104013725.png
 
Awww. Cute pooch. Great job you've made of that, especially while living there.

I'd compromise on insulation for solidity, it will give a high point load so could crack the screed. You could have 4 people climbing the stairs behind each other, all their weight in one spot. Stand it on solid (not frogged) concrete bricks mortared in on the concrete.

The concrete won't be very cold there anyway, as it's pretty much in the centre of the building. You could put an upstand of insulation around it, but I wouldn't worry. Just keep the UFH pipes a little distance away.

But perhaps I'm over-worrying. I'm going to bet that housebuilders don't care, but they're more about profit than quality.
 
Awww. Cute pooch. Great job you've made of that, especially while living there.

I'd compromise on insulation for solidity, it will give a high point load so could crack the screed. You could have 4 people climbing the stairs behind each other, all their weight in one spot. Stand it on solid (not frogged) concrete bricks mortared in on the concrete.

The concrete won't be very cold there anyway, as it's pretty much in the centre of the building. You could put an upstand of insulation around it, but I wouldn't worry. Just keep the UFH pipes a little distance away.

But perhaps I'm over-worrying. I'm going to bet that housebuilders don't care, but they're more about profit than quality.
Thanks Ivor Windybottom! It actually wasn't anywhere near as disruptive as I thought it would be (for anyone reading in the future, I'll put the steps I took at the bottom of this post, it is mostly various different ways of supporting the stairs to do various jobs).

And thanks for validating that option 1 is the way to go. I think it's a fair trade off to spend a few extra pennies on heating to have a proper solid staircase. I have an old lintel in the garden, I'll see if I can cut that up to use as a support, otherwise bricks will do the job.

It's always bewildered me that stairs are often just plonked on floorboards with no support underneath, their contact patch is so small!


To future readers - steps for replacing timber floor with solid floor (2 of us started on Monday morning, and concrete came at 2pm Tuesday).
- Rip up existing flooring and floorboards
- Build temporary supports for stairs out of bricks to support existing joist(s)/floorboards that the stairs are sat on.
- Remove all joists and sleeper walls.
- Spread out any dusty/sandy stuff that has collected under the floor, wet with a hose, and compact with wacker plate (watering my hall floor was a weird experience).
- Support the stair case so you can remove the joists/floorboards underneath it. I did this by building wooden frames resting on the floor, and screwed in to the newel post & stringer. They looked a bit like mini goal posts.
- Support the stairs again! I did this with bricks directly under the newel post and stringer to take up as little floor space as possible. I then removed my goalposts. Steel packers that the window fitters left here were very useful for this, but slate is also good for filling small gaps.
- Put in 200mm MOT type 1 in three layers, each layer dampened with a bit of water and wacker plated.
- Damp sand blinding (10mm) tamped down.
- I built yet another support for the stairs, as shown in my original photo. I had a big bit of timber from another project, and supported it on bricks on top of the MOT at each side of the room. This made it easier to lay the DPM and concrete. Remove the old supports.
- Stick down a DPM
- 1 cubic meter (120mm deep) of concrete chuted straight through the front door, and the manic hour of spreading it around and tamping it to some kind of level. This was my first attempt at a concrete slab, and it turned out well I think, with only 8mm deviation across the slab.
- Build a bunch or bridges out of some old chipboard I had lying round and the floor joists I took out to allow us to walk around whilst the concrete dries.

Next up:
- Support the stairs and wait 30 days for concrete to dry (going to lay a temporary chipboard floor).
- I'll probably use some sand I have left round to level the floor better and stop insulation rocking
- 150mm PIR insulation
- DPM
- UFH pipes
- Liquid screed - wait another month or so for it to dry
- Final floor finish

I've done all the above "Next up" steps in other parts of the house before, so they should be less stressful than the past few days!
 
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My technique for dealing with our suspended floor that was freezing cold and so damp underneath that the humidity in the house above regularly hit 80% was as follows...

Advertise the house for sale
Get someone else to buy it
Buy one that was built with a concrete floor

I'd highly recommend this procedure. We now have a concrete floor. Old so uninsulated, but still vastly warmer than floorboards with the wind blowing through. I would never recover the cost of insulating it via reduction in heating costs, so just don't worry about it.
 
I'm replacing my suspended floor with a concrete one, and have just poured the slab. The plan now is 150mm PIR, UFH pipes, and 50mm liquid screed.

The stairs are currently supported on a temporary 6x3 timber which allowed me to pour the slab straight through (picture below). The stairs need supporting on the stringer by the wall, and the post.

How should I support the stairs permanently?
1 - Directly on the slab. Wood? Brick? Something with a better U value? I would then insulate around the supports and pour the screed around them.
2 - Create a new temporary support that will allow me to lay insulation and the screed, and then place the stairs right on top when finished?
3 - Any other idea?

Thanks in advance!

View attachment 392960
1758120575536.png
 
Looks good. Think this is one...


No stated weight rating provided, but looks pretty solid. Don't know whether a narrow metal rod would be more or less thermally bridging than a brick.
 
Looks good. Think this is one...


No stated weight rating provided, but looks pretty solid. Don't know whether a narrow metal rod would be more or less thermally bridging than a brick.
Structural supersedes thermal in this instance.
 
I think you should probably go with one of the options suggested above, but out of curiosity I thought I’d try to work out the actual pressure and compare with what insulation says it will withstand.

Say you have 500 kg of people on the stairs. Say half of that weight is supported on this post (the rest on the wall or suspended at the top). 250 kg = 2.5 kN on earth. Say your post is 100x100 mm, which is 1/100 m². Ignore that the chipboard (or whatever) will spread the load. So the pressure on the insulation is 250 kPa.

Regular Celotex apparently has a compressive strengtg of 140 kPa at 10% deformation. So you would exceed that but by less than a factor of 2.

XPS insulation is available with higher compressive strength values, e.g. 500 kPa. (I’ve seen it described as “suitable for car park floors”.) But you’re not going to buy a chunk of that just to use one 100x100mm piece of it…..

Don't know whether a narrow metal rod would be more or less thermally bridging than a brick.

Steel is maybe 30 times more conducting than brick, so if you replace a 100x100mm brick column with a bracket like the one shown, which has a 20mm diameter rod and hence cross-sectional area of about 314 mm², the conductivity will be similar.

But maybe you should also consider using wood. It is maybe 10 times less conductive than brick, and it must be strong enough because it’s a wooden pole it is supporting. Edit: or a thermalite block.
 
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I just put my hardwood staircase on the 40mm screed on one side and bolted to the wall the other.
Been in 12 years, no cracking issues and had plenty of multi use with its significant self weight, plus users, plus carried objects..

..but if you were bothered then I dare say a bit of 2x2 the right length, hammered in between stair and slab, insulated around and then poured screed so it just touched the underside of the stair stringer, would be fine

Gold standard would be marmox blocks; thermal breaks you can build brick walls on, but that's overkill IMO

Ignore that the chipboard (or whatever) will spread the load. So the pressure on the insulation is 250 kPa.
1) I don't think you should ignore that the bearing screed will spread the load; it'll spread it significantly
2) I think your maths may be out by a factor of 2, as you have seemingly neglected that the base of the stair has two stringers that will notionally bear a quarter of the live load (people) plus dead load (stairs) each (the other half of the total being supported at the top), assuming the live load is uniformly distributed
 
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I just put my hardwood staircase on the 40mm screed on one side and bolted to the wall the other.
I'd want my stairs supported from that concrete. Not because I don't think the screed will support it, rather its more fail safe, should they ever need to remove any material beneath the newel.
 
Regular Celotex apparently has a compressive strengtg of 140 kPa at 10% deformation. So you would exceed that but by less than a factor of 2.
You'd get a crack in the screed at way less than 10% deformation. That would be 15mm in this case.

But, as you say, your analysis is very much worse than worst case.

I just would take the opportunity to make it solid. Little effort and expense to avoid an unlikely but utterly disastrous situation in the future.

I'm assuming it wouldn't collapse in a smashed up heap if supported by the insulation. But you could get a bit of a drop and a few creaks and squeaks when you use the stairs. Probably just like many newbuilds that are built the same way.
 
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You'd get a crack in the screed at way less than 10% deformation.

Yes, sorry, I had missed that he plans a screed over the PIR, rather than chipboard.

What do people think about using wood, effectively extending the post down to the concrete?
 
I wondered about wood, I have no links to science that proves it, but think a block of wood is much weaker than a post. Definitely across the grain, but also possibly along its grain if it could skew sideways. I'd worry it could compress.

Obviously if building a new staircase then you'd just make the newel post longer, but I don't think adding a block is quite the same.

A couple of mm of sinkage could mean a lifetime of squawking!

That adjustable steel thing comes with the advantage that it would hold it down as well as up. If you could access it after adjusting enough to get some chunky screws up into the base of the post, after drilling some pilot holes. Probably needs a right-angled drill or adaptor though.
 
I'd want my stairs supported from that concrete. Not because I don't think the screed will support it, rather its more fail safe, should they ever need to remove any material beneath the newel.
Not sure I understand this. There's several miles of dirt, then a 6 inch concrete pad, then 150mm of PiR, then a 40mm screed

Which component of this buildup were you thinking to remove, for what reason, and why wouldn't you support the stair somewhere else if you were doing so?
 
Not sure I understand this. There's several miles of dirt, then a 6 inch concrete pad, then 150mm of PiR, then a 40mm screed

Which component of this buildup were you thinking to remove, for what reason, and why wouldn't you support the stair somewhere else if you were doing so?
40mm screed. Even a piece similar to the newel section would do. The post support can be adjusted though.
 

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