Green Building Bible, Fourth Edition |
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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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Posted By: alexeixwe can write off cavity insulationRight!
Posted By: alexeixWhat are the problems with internal wall insulationFundamentally, IWI robs the wall of any warming from within, leaves it stone-cold like never befoire, hence liable to intersitial condensation, hence freeze/thaw/spalling risk. That sets a fairly low safe standard of insulation, if IWI, so the wall still gets some warming from within. Apart from that, loss of internal space, fitting around wall objects, insulating wall within floor thickness and abutting partition thickness (impossible if brick partitions, so major thermal bridge). Total faff, very second-best, only if EWI is really impossible. If attempting an internal VCL as part of it, problems double, reliabile continuity almost impossible.
Posted By: WillInAberdeendone real-world trials and found that IWI can be installed to fairly good u-values with no condensationDepends heavily on the breatheability and water repellency (or opposite) of the masonry. Good breatheability will help it dry out easily if strong insulation causes interstitial condensation to occur; water repellency will minimise rain wetting, if that's happening as well as interstitial condensation. If both those factors are unfavourable, water can accumulate in the wall year by year, never fully re-drying, and freeze/thaw sets in, which may cause spalling. Unfortunately, good breatheability, like limestone rubble in lime mortar, tends to be accompanied by rain absorbency. Rain resistance, like engineering bricks in strong mortar, will be less breatheable. Needs assessing - not certain or easy.
Posted By: alexeixSincere question - what is the benefit of opening up the wall?Well if you're considering CWI then you need to know what you're dealing with.
Based on your answers, I guess there’s either a minimal gap or maybe even none at all.As Will mentioned, you probably need to fill the cavity as well if you're doing EWI. The amount of mess by inspecting will be minimal in the grand scheme of things.
Would rather not create unnecessary mess.
Posted By: WillInAberdeenA drawback of retrofit EWI is that it cannot be joined onto the floor insulation, making a cold bridge zone all round the base of all the walls.That's true but the problems can be minimised by installing perimeter insulation either down alongside the foundation or horizontally out a bit under the garden.
Posted By: fostertomDepends heavily on the breatheability and water repellency (or opposite) of the masonryThis is a brick cavity wall - the outer leaf is already unheated, and the inner leaf is protected from driven rain by the cavity, which is breathable. None of those factors change if IWI is added, any more than if CWI were added. In that regard IWI is better than CWI, as the cavity stays open and breathing/draining.
Posted By: djhperimeter insulationthere was a thread a while back where someone modelled this in Therm (ok, more software) - effect was strikingly disappointing, unless the downstand was several metres deep - a foot or two deep didn't add much to the average floor-to-air path length. Put me off a bit.
Posted By: djhknock out the bottom row of bricksthat's... brave! Both leaves of the cavity wall?
Posted By: fostertomof good depth, like 750-900 deep below GL
Posted By: fostertomSo what do we consider safe IWI?Based on WUFI simulations, a U-value around 0.5 seems 'safe' when driving rain penetration is prevented (see "Breaking the Mould" by Joseph Little)
Posted By: alexeixDoes anyone here have experience of such thin cavities
Posted By: WillInAberdeenthere was a thread a while back where someone modelled this in Therm (ok, more software) - effect was strikingly disappointing
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