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Green Building Bible, Fourth Edition
Green Building Bible, fourth edition (both books)
These two books are the perfect starting place to help you get to grips with one of the most vitally important aspects of our society - our homes and living environment.

PLEASE NOTE: A download link for Volume 1 will be sent to you by email and Volume 2 will be sent to you by post as a book.

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      CommentAuthordjh
    • CommentTimeFeb 12th 2012
     
    I just came across insulslab foundations, which don't seem to have been mentioned on here before. It's an insulated raft system, using polystyrene and steel fibre reinforced concrete. You can browse their site to get a better idea. There's a fair bit there including example costings.

    I'm a bit puzzled though by the residential U-value calculation linked to from http://www.insulslab.com/insulslab-applications.htm They seem to work out a resistance of 6.6 m²K/W but then that is somehow transformed into a U-value of 0.11 W/m²K, which I don't understand.
  1.  
    The 6.6 m²K/W represents the nominal thermal resistance through the centre of the expanded polystyrene pods which provide the concrete formwork and the floor insulation. This is only a nonimal value because the pods form a waffle tray pattern which greatly reduces the insulation thickness in some areas.

    The 0.11 W/m²K is the average U value across the whole floor. The heat loss from a ground bearing floor is mainly from the perimeter, so it takes into account the perimeter to area ratio, cold bridging through the relatively thin horizontal edge insulation & the effect of any vertical edge insulation to the slab toe.

    Overall it looks like a good system, but the obvious thermal weakness is in the edge detailing. Wing insulation would help; as would adding full-fill insulation to the base of the cavity wall.

    David
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      CommentAuthorjoe90
    • CommentTimeFeb 14th 2012
     
    I think Viking House's slab is better, see:-

    http://www.viking-house.co.uk/passive-slab-insulated-foundations.html
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      CommentAuthordjh
    • CommentTimeFeb 14th 2012
     
    Posted By: davidfreeboroughThe 6.6 m²K/W represents the nominal thermal resistance through the centre of the expanded polystyrene pods which provide the concrete formwork and the floor insulation. This is only a nonimal value because the pods form a waffle tray pattern which greatly reduces the insulation thickness in some areas.

    The 0.11 W/m²K is the average U value across the whole floor.

    OK, but 1/6.6 = 0.15 W/m²K is then the nominal through the insulation, but that's worse than the average across the concrete as well. That's what I don't understand. How can the best insulated bit be worse than the average?
  2.  
    Posted By: djhOK, but 1/6.6 = 0.15 W/m²K is then the nominal through the insulation, but that's worse than the average across the concrete as well. That's what I don't understand. How can the best insulated bit be worse than the average?
    Because this is the average U value across the floor area & large portions of the floor area don't see the outside air temperature. The ground below the house will tend towards room temperature at the centre of the slab & towards outside air temperature at the perimeter of the slab. So the effective U value of an area of floor towards the centre of the slab will be a lot better than 1/6.6, while an area of floor towards the perimeter of the slab will tend towards 1/6.6. That's one reason why I prefer cast in-situ slabs over pre-cast suspended floors which require through ventilation.

    David
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      CommentAuthordjh
    • CommentTimeFeb 14th 2012
     
    Ah, thanks. I hadn't realized quite how specialized the U-value calculation for an on-ground slab was.
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      CommentAuthorSteamyTea
    • CommentTimeFeb 14th 2012
     
    I have temporarily put aside my spreadsheet on how to calculate thermal response on a slab, really tricky and is easier using existing data. Thermal modelling in 1D is simple, 2D is really hard, then 3D is just nasty, and that is before you take into different length, widths and depths, add in varying internal and external temperatures, and then the temperature gradient of the ground and you have 9 vectors, bit more than excel can cope with.
  3.  
    I don't like the look of that system at all. I'm told that, especially with UFH, a significant portion of the heat loss it out the edge of the slab and that system appears to have no insulation in that area.

    The insulated raft I am using has a thermal break between the main slab and the ring beam and further vertical insulation outside of the ring beam and then 1.5 metres of wing insulation.

    My PHPP guy was telling me of a shopping centre in Waterford Ireland which is built to passive house principles, the centre of the slab has little or no insulation under it, the focus is insulating near the edges. As mentioned already the ground under the centre of the slab comes into balance with the heated space above so there is little heat loss to the ground. I think he said the phenomenon is known as a "thermal lake" but Google doesn't seem to know of it!
  4.  
    http://www.constructireland.ie/Articles/Passive-Housing/Tramore-Tesco-store-built-to-passive-house-standard-and-beyond.html

    That's a link to an article on the passive shopping centre but no mention in it about the foundation insulation.
  5.  
    Posted By: Chris P BaconI don't like the look of that system at all. I'm told that, especially with UFH, a significant portion of the heat loss it out the edge of the slab and that system appears to have no insulation in that area.

    The insulated raft I am using has a thermal break between the main slab and the ring beam and further vertical insulation outside of the ring beam and then 1.5 metres of wing insulation.
    It seems they've tried to make it look familiar to UK builders, structural engineers & building control officers by making it look as much as possible like a conventional raft foundation, complete with all the usual thermal bridges!

    However, their specification does separately call-up horizontal edge insulation below the ring beam & vertical edge insulation around the slab toe. So I'm sure it could be adapted to have 100mm+ in these areas & wing insulation out-board for good measure.

    David
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      CommentAuthorfostertom
    • CommentTimeFeb 15th 2012 edited
     
    Another way round this is to make the floor and wall meet without any support under the wall! Then all the insulation, VCLs, the lot can be continuous, uninterrupted at the junction.

    How? by building the wall off the floor edge, the floor cantilevering out to the edge from its support line which is inset by say 1-1.5m, pref a ground beam, on isolated piles or masonry piers on pad founds. Then insulating under the ground beam is easy, and you're getting back inboard so that insulation is becoming much less critical, in fact arguably could be dispensed with.

    This cd work with conc slab and ground beam, poss masonry wall built off the tip of the floor cantilever, or a stud wall. I'm currently working on stud wall built off the tip of cantilevering joisted ground floor, with railway sleepers as ground beams, inboard.
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