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Cob: Re:apology re dumb & etcOtherfish at aol.com Otherfish at aol.comMon Jul 19 15:05:12 CDT 1999
Sean & all others interested Sorry if I irked, brused or annoyed when I called a double cob wall "dumb". I did'nt mean to be unkind - just a combination of late Friday night & a testy mood. How about: "A less than optimum solution". Means kinda the same, just sounds nicer. A wall constructed as: | cob | insulation | cob | ,would work real fine for insulation if properly designed & built, so long as you don't mind ( & back & feet & hands & LOTS & LOTS of mud ) building it. Simply the point that I was wanting to make is that to build it would take MORE than TWICE the amount of cob as it would take if you make it a single cob wall with some other form of insulation. Thats all I wanted to say. I realized that the double wall idea came from someone other than Sean ( don't recall who ) & did'nt mean to imply that Sean is in any way dumb ( nor the original suggestor either). Sorry Sean if I came across that way. Re: Sean's question of insulation vs air space vs how do double glazed windows work. Double glazed windows have a vacuum between the two layers of glass. A vacuum will transfer heat only by radiation. An air space will transfer heat by convection & do so quite well & rapidly. This is why uninsulated wood framed houses overheat and or cool so rapidly. Air likes to move to temperature differences (wind) & just sucks the heat differential right along with it quite rapidly. A double wall (cob or otherwise) with only air in between will set up convection currents in the air space & whatever one wall of the double cob is doing temperature wise , the other wall will do soon after. At least that's my understanding of the dynamic. I can think of other structural issues that might be a problem in building a double cob wall if they are not addressed. The most glaring is height versus width of the wall. A cob wall will derive it's strength from is massive nature. The historic adobe buildings in seismc active California which have survived earthquakes are those with a low height to thickness ratio (like somewhere around 3:1 or so ). So it stands to reason that when building with cob you need to make your walls monolithicly thick. To make a safe double wall will mean building two THICK walls. Real massive !!!! Two thinner cob walls with an insulation break in between can be potentiallly dangerous structurally. This means double wide foundations, way wide lintels, way wide top of wall bond beam in seismic areas, tying the roof into two walls & probably more issues not immediatly apparent. So, do it if you want to, but my suggestion is look for a less probematic solution to insulating you cob structure. Re the Cob Code & the real me. Yes, this is the real me & the same bug infests me re the code issue. To wit: the problem with the current code issue & a lot of the loose info flying around about how to properly build with cob is due to that we really don't know. To try to fit cob into other models of construction smacks of silk purses & sow's ears. For us cobbers to get a clear picture of the ACTUAL limits of cob & use this info to write a code that is base on the REALITY of COB means testing the material to find its limits. Conjecture & theory are all fine, but they are just that. Cob is cob & not sumpthin' else & until we really & quantifiably understand it, there is just too much guessing & reinventing of the wheel going on. So, the status of THE COB CODE PROJECT ( TCCP ) is that it needs money. I've done the initial program & developed a tentative budjet & schedule for the undertaking & it's MAJOR. So, until I can find funding ($500K) & time (two years projected) - actually the $ will buy the time - well, the project is stuck in that particular limbo. What it REALLY needs is a funding guru who wants to see it happen & who is willing to take an active role in making this CRITICAL $$$ next step happen. I remain confident that it will happen - it must !!! - but at the same time, am continuing to breathe. Thanks for your post & fire setting Sean. Regards, john fordice TCCP otherfish at aol.com
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