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Re: [Strawbale] concrete footings






for info on lime concrete try here: http://www.telling.co.uk/unilitfloorscreedsandconcretes.htm

Ive seen buildings much bigger than 30m2 built using lime concrete and mortar for the foundations, lime slabs (with hemp mixed in for insulaion.

Lime concrete is rock hard and will carry the loads of your building no prob.

From: Mark Bigland-Pritchard <mark@lowenergydesign...>
Reply-To: European strawbale building discussions <strawbale@amper....muni.cz>
To: European strawbale building discussions <strawbale@amper....muni.cz>
Subject: Re: [Strawbale] concrete footings
Date: Mon, 13 Feb 2006 02:59:50 -0600

Thanks Paul.
Tyres are not acceptable on this site - fear of leaching of toxins (whether legitimately or not, I'm not sure, but that is the position taken by the people responsible for the site). Lime concrete is something I will look at - any suggestions for where I can find data on structural strength / acceptable loadings?
atb,
Mark




paul sheraton wrote:



Hi  Mark,

I know you are asking about concrete footings but I was wondering if you had thought about using tyres filled with earth/rubble?

a trench with a low tyre wall as footings, the tyres filled out with earth (possibly with some lime mixed into the earth). With a wooden sole plate/plank pinned down onto the footings for the wall to be built on.

Have you thought about using lime concrete in place of cement concrete? It has half the embodied energy of cement.

Just some ideas, all the  best for your project

Paul

From: Mark Bigland-Pritchard <mark@lowenergydesign...>
Reply-To: European strawbale building discussions <strawbale@amper....muni.cz> To: "SB (Europe)" <Strawbale@amper....muni.cz>, "SB (repp)" <STRAWBALE@LISTSERV...REPP.ORG>, "SB (yahoo)" <SB-r-us@yahoogroups...>, "SB (bale-on)" <bale-on@yahoogroups...>
Subject: [Strawbale] concrete footings
Date: Mon, 13 Feb 2006 01:12:31 -0600

Hi folks.

I'm organising the building of a small (30 m2) sb structure this spring, on an environmentally sensitive site. We need to minimise the amount of concrete going into the ground (to minimise embodied energy, to minimise local ecological impact through changed soil chemistry, and to minimise transportation costs). So I've ruled out a concrete pad. A rubble trench foundation is ruled out because there is no suitable rubble locally. I'm therefore looking at some sort of pile foundation. Treated timber below ground level wouldn't meet the ecological criteria set by the site managers, and I don't want to take the risk with untreated timber; my previous experience of using boulders is that it's not the best way to do this because the timbers on top of them have to be individually shaped to fit (time-consuming, and not suitable for the mostly unskilled volunteer labour which we will have). So I'm looking at using concrete piles, probably arranged in something like a 2m grid, to support the building.

My question is this: does anyone have experience they are willing to share of using proprietary systems for shaping the concrete such as that at www.bigfootsystems.com ? (Bigfoot make a bell-shaped footing out of recycled plastic, into which the concrete may be poured.)

My second, more tenative question is: can this sort of system be used with rammed earth instead of concrete? (I don't think I have the time to learn everything I'd need to know to do this this time round, but it would be good to know what's possible for future work.)

atb,
Mark
Borden, SK, Canada

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____________________________________________________
   European strawbale building discussion list

Send all messages to:
Strawbale@amper....muni.cz

Archives, subscription options, etc:
http://amper.ped.muni.cz/mailman/listinfo/strawbale
____________________________________________________




____________________________________________________
   European strawbale building discussion list

Send all messages to:
Strawbale@amper....muni.cz

Archives, subscription options, etc:
http://amper.ped.muni.cz/mailman/listinfo/strawbale
____________________________________________________