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    • CommentAuthorPugliese
    • CommentTimeFeb 11th 2012
     
    Has anyone come across or know anyone who has used the Mantle Panel System?

    http://www.mantlepanel.com/environment.html

    Is it a viable alternative to Timber frame? They have BRE accreditation and LABC approval.

    Peeps thoughts would be much appreciated

    Thanks
    • CommentAuthorTimber
    • CommentTimeFeb 11th 2012
     
    It looks like a version of SIP using Cement bonded particle board as the two outer layers.

    So will perform similarly to a SIP, I would imagine.

    As for a viable alternative, it really depends on your building and your own preferences. Horses for courses and all that.
    • CommentAuthortony
    • CommentTimeFeb 11th 2012
     
    I am concerned about the idea of combining structure and insulation, my feeling is that it is not at all a bright idea in principle.
    • CommentAuthorborpin
    • CommentTimeFeb 12th 2012
     
    Posted By: tonyI am concerned about the idea of combining structure and insulation, my feeling is that it is not at all a bright idea in principle.
    Is that not what a SIP is? :bigsmile:
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Tony
    Do you have any reasons for your concerns? or is it just lack of history for the technique?

    Seems to remember that there were similar concerns when cars (and planes) went to monocoque construction.
    • CommentAuthortony
    • CommentTimeFeb 12th 2012
     
    My concerns are many fold, not easy to alter, the record of past system builds, possible problems with de-lamination in the future, decay of the wood based sheet materials, thermal bridging at the joins and corners when bulk timbers are used, under engineering (pushing the limits), woodworm, sometimes not dimensionally stable, too low levels of insulation at the outset, the insubstantial nature of the products, problems with future alterations, problems with future upgrading of the insulation, rodents! etc....

    and borpin -- yes!
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Tony
    I see what you mean. Worth splitting it up into design and materials though, they are quite separate.
    One thing that does intrigue me is why we over engineer houses so much in the UK. Do you think it is to do with quality control, which is sadly lacking in the building industry?
    • CommentAuthorTimber
    • CommentTimeFeb 12th 2012
     
    <blockquote><cite>Posted By: tony</cite>My concerns are many fold, not easy to alter, the record of past system builds, possible problems with de-lamination in the future, decay of the wood based sheet materials, thermal bridging at the joins and corners when bulk timbers are used, under engineering (pushing the limits), woodworm, sometimes not dimensionally stable, too low levels of insulation at the outset, the insubstantial nature of the products, problems with future alterations, problems with future upgrading of the insulation, rodents! etc....

    and borpin -- yes!</blockquote>

    I am not saying that SIPs are perfect but lets look at your concerns one at a time:

    Not easy to modify: Many systems, including this one (i think from the website) use a header joist/ring beam setup. If using a ring beam setup, you can basically cut a whole anywhere (within reason) as the ring beam spans the new opening transfering loads around the opening. All you would need is a structural engineer to confirm racking and spans of the ring beam.

    Delamination: It is a posibility and to be honest I have not working with many older SIP projects to be able to comment in any detail.

    Decay of wood based boards: Be more concerned with delamination of the board itself. However many timber frame buildings use OSB on the outside as the racking board, so are eqaully 'at risk' as a SIP. History has shown that OSB clad timber frame buildings will last well.

    Woodworm: See above

    Thermal Bridging: will exist in all building types. PSI-Value calcs are conducted and put into SAP calcs. The thermal bridge can be as good or as bad as you want it to be.
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Only thing that would concern me is the choice of PU. Having worked with that material for over 30 years, I know that properties vary and it can be very temperature and humidity related during production. When making small components, this may not be a problem as faulty ones can be easily discarded, but with a large SIPs panel the rejection costs can start to get to high.
    There is also a long term stability problem, expanded PU tends to keep shrinking for years, quite often this is overcome by pumping a bit more mix into the tool. Initially this seems to work but over time the shrinkage can become worse than slightly underfilling.
    • CommentAuthorborpin
    • CommentTimeFeb 12th 2012
     
    Posted By: SteamyTeaOnly thing that would concern me is the choice of PU.
    Have you any details on this as I cannot see PU (or anything on the type of insulation) anywhere.
    • CommentAuthorborpin
    • CommentTimeFeb 12th 2012
     
    Posted By: tonythermal bridging at the joins and corners
    This system seems to address that quite well. Better than SIPs any way.
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012 edited
     
    Posted By: borpinHave you any details on this as I cannot see PU (or anything on the type of insulation) anywhere.

    Was talking generally about the SIPs systems that I have seen (very limited), but they seem to clamp the sheets/frame into a mould/jig and then pump in polyurethane (PU) and let it expand. Usually there are some small holes at the top that let a mall amount of material ooze out and this is used as a witness that the cavity is full. The material is allowed to cure and then sent off to site. I have no idea how it is allowed to cure for, or how they take shrinkage overtime into account. Someone must have thought of it as we do not seem to have badly twisted SIPs houses about.
    •  
      CommentAuthorJSHarris
    • CommentTimeFeb 12th 2012 edited
     
    <blockquote><cite>Posted By: SteamyTea</cite>Only thing that would concern me is the choice of PU. Having worked with that material for over 30 years, I know that properties vary and it can be very temperature and humidity related during production. When making small components, this may not be a problem as faulty ones can be easily discarded, but with a large SIPs panel the rejection costs can start to get to high.
    There is also a long term stability problem, expanded PU tends to keep shrinking for years, quite often this is overcome by pumping a bit more mix into the tool. Initially this seems to work but over time the shrinkage can become worse than slightly underfilling.</blockquote>

    The degradation of PU is something worth looking at more closely. There was a trend to use PU foams for core material in composite light aircraft years ago, until there was a spate of core failures, In the worst case I personally saw a vertical sandwich panel lost most of the core when it turned to dust - we cut a hole in the base of the panel and the core material ran out like sand. The problem was two fold; poor control of the mix of chemicals when the foam sheet was manufactured and temperature cycling over several years.

    I've also experienced the shrinkage problem. I used two pack PU foam (probably very similar to the stuff used to make SIPs cores) to stiffen the solar panel canopy on my boat (it has thin ply skins, curved over laminated timber frames). This has shrunk enough over the past year or so as to give the panel underneath a "hungry horse" look.

    I'd like to hope that construction grade PU foam cores are very long lived and don't suffer from these problems, but I wonder how anyone would know in practice when they form the structural core of a house? Testing will have been done under controlled conditions where failure could be spotted, but I doubt you'd get any clues about core failure in SIPs panel.
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Posted By: JSHarrisbut I doubt you've get any clues about core failure in SIPs panel.

    Easy enough to test on site I would have though. Well if they want to pay me for it anyway.
    Interesting about the thermal cycling of PUs turning them to dust. I had a similar problem and changed to a different core material when making panels that had both a thermal cycle and a mechanical cycle. But the biggest problem job I had with the old PU panels was when water got in, was a matter of weeks before it catastrophically failed. There has been similar incidences with hydraulic fluids and carbon composites causing de-lamination, though a very different environment on commercial airliners compared to the work I was doing. My approach was a belt and braces one with a bit of controlled failure. Cant beat solid engineering, regardless of that the PR/Marketing people claim.
    Though I still think that SIPs is a good system.
    • CommentAuthorMike George
    • CommentTimeFeb 12th 2012 edited
     
    There's a thread here somewhere about supposed PUR degredation. Cwatters did a very good job of explaining that any degredation is taken into account in the manufacturers stated lambda values. I'll see if I can find it
    •  
      CommentAuthorJSHarris
    • CommentTimeFeb 12th 2012
     
    <blockquote><cite>Posted By: Mike George</cite>There's a thread here somewhere about supposed PUR degredation. Cwatters did a very good job of explaining that any degredation is taken into account in the manufacturers stated lambda values. I'll see if I can find it</blockquote>

    I'd be more concerned with structural, rather than thermal, property changes.

    A sandwich panel relies on the foam as a critical structural member, the foam keeps the load-bearing skins flat and ensures they don't buckle and fail under load. If the foam core fails or de-bonds from the skins, even slightly, then the structural integrity of the panel will be degraded. Whether this is a significant issue depends on a whole host of factors, and may not be a concern if the panels are massively over-engineered to start with.
  1.  
    Ah, my mistake. Good topic for discussion. Brings to mind a whole host of applications where materials/renders are bonded to insulation such as EWI.

    I notice on their website that any cladding or render can be adhered.
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Posted By: Mike GeorgeGood topic for discussion

    Yes a good subject. I did my apprenticeship at a company that made destructive testing machines. I still like breaking things.
    Part A (I think) of building regs is about buildings surviving partial collapse.

    Jeremy, put your chemistry hat on and get ready for a conversation on cross linked polymers, was explained to me once by an attractive sales rep from Dow, all I wanted to know was about the polymers in her silk blouse :bigsmile:, still brings me out in a sweat thinking about it now.
    • CommentAuthorborpin
    • CommentTimeFeb 12th 2012
     
    OK, but, getting back to Mantle, the YouTube video says it is constructed by laminating the layers together. It also looks more like an EPS material than PIR/PUR (larger beads).
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Does look like polystyrene.
    • CommentAuthorJoiner
    • CommentTimeFeb 12th 2012
     
    Strange you should talk about PU having "turned to dust" because I recently sent a tube of low-expansion foam back to Dow Corning because it had literally turned to dust when it had cured. Never seen the like before.

    A particular mystery because it came in the (standard) pack of five with an applicator gun. That tube was the fourth of the pack, all the others having performed normally, as did the fifth tube that was used after it. I did wonder if the few months since last using the pack had been enough to allow deterioration and on that basis fully expected the fifth tube to give the same problem.

    I'd used it to fill the small gaps around the architrave on one of the sash windows I'd recently double-glazed. Left it for an hour whilst I had lunch. It all looked normal, but as I went around with the old pull-saw I use to trim the stuff back it literally crumbled into dust. Thinking it must have been "something" on the job (although there was nothing different to any of the previous three windows I'd done) I squirted a line onto a board in the workshop and left it to go off. Normally you can peel off such a line in one go, but this just crumbled to dust in my fingers.

    I emailed Dow Corning and they asked to see the tube, which I duly sent off to them. Subsequent testing by them had the stuff behaving perfectly normally!

    Tested the gun used on the fifth tube and it worked perfectly, so it wasn't the gun.

    :confused: :confused:

    Bit wary of using the stuff in areas I can't see into now.
    • CommentAuthorPugliese
    • CommentTimeFeb 12th 2012
     
    Posted By: valasayHello Puliese,
    I had contacted them a while ago and got no response. Do you have any idea of cost compared with SIP?
    Thanks for reminding me of this product!

    Anne


    I am just waiting for a quote, but in the meantime, I have invited them to comment on the issues raised in this thread.
  2.  
    I'd be interested why they recommend dry lining internally?
    •  
      CommentAuthorSteamyTea
    • CommentTimeFeb 12th 2012
     
    Could be for services. You don't want cables and pipes going though your lovely insulated and airtight walls, cables hate polystyrene as well.
  3.  
    Yes, they mention services on the video, But cables and pipes could just as easilly be accomodated within floor voids and boxed in corners inside the thermal envelope.
    • CommentAuthorRobinB
    • CommentTimeFeb 12th 2012
     
    I quite like the look of it but I'm not sure I'd use the system for internal non-load bearing walls. It seemed to need a special fire-lining - it this also common to standard SIPs panels?
    • CommentAuthorborpin
    • CommentTimeFeb 12th 2012
     
    Just had an email from them saying it is EPS and quotes a U value of around 0.1 (depending on design). Quite interesting especially as you can render direct on to it and I suspect the impact resistance is pretty good.
    • CommentAuthordjh
    • CommentTimeFeb 13th 2012 edited
     
    Posted By: RobinBIt seemed to need a special fire-lining

    Where do you see that?

    http://www.mantlepanel.com/safety.html seems to imply there is no such need.
    • CommentAuthorRobinB
    • CommentTimeFeb 13th 2012
     
    Posted By: djhWhere do you see that?

    http://www.mantlepanel.com/safety.html seems to imply there is no such need.


    4'.50 into their you tube video. Prior to that they say all mantle panel walls have a 60' fire rating but then they add this stuff to the internal walls. Maybe if it's multi-occupancy - it wasn't clear to me why.
    • CommentAuthorPugliese
    • CommentTimeFeb 23rd 2012
     
    Received a quote from Mantle Panel and it worked out 70% more expensive than my timber frame solution. To be fair if I had a 3 storey house with basement and rooms in the roof that required a rendered finish, then it would start to make economic sense as the cost persqm of habitable space comes down and also you will save on finish and cost of foundations with the lighter building. But for my 2 storey, no basement ,vaulted ceiling, timber clad building it is a non starter. I could see it working well for developers putting up multi occupancy buildings where speed of construction will also save money.
   
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