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			<title>Green Building Forum - insulate steel from concrete base?</title>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 10:55:46 +0100</pubDate>
		<author>dickster</author>
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			<![CDATA[As part of our "green" build, we have a steel portal (house shaped and holding up the ridge beam) bolted down on to the uninsulated concrete ring beam. I've just asked our architect to come back with solutions to this perfect cold bridge, but wonder if anyone has any knowledge of same. I wonder if there are plastic heavy duty blocks that the steel could sit on?]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 10:58:02 +0100</pubDate>
		<author>jamesingram</author>
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			<![CDATA[Not sure if this is what you mean , but Viking house's site got good info on ring beam setup <br /><a href="http://www.viking-house.ie/passive-house-foundations.html" target="_self" rel="nofollow">http://www.viking-house.ie/passive-house-foundations.html</a>]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 12:52:30 +0100</pubDate>
		<author>Flubba</author>
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			<![CDATA[I think what you are looking for is Foamglas which has a really high compressive strength so you should be able to put a block or slab of it between the base of the steel and the concrete ring beam. Although im nowhere near knowing if this would actually work and even then you would still have thermal bridging through the massive bolts needed.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 13:09:24 +0100</pubDate>
		<author>James Norton</author>
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			<![CDATA[I know the situation you are talking about, having encountered a similar issue, I'm afraid I'm not sure you can avoid this without cladding the steelwork with insulation in its entirety up through the house...<br /><br /><img src="/newforum/extensions/Vanillacons/smilies/standard/sad.gif" alt=":sad:" title=":sad:" /><br /><br />J]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 13:11:43 +0100</pubDate>
		<author>beelbeebub</author>
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			<![CDATA[We're using Farrat TBG300 for a beam flying through the wall.<br /><br />http://www.farrat.com/products/tbg_300.html<br /><br />Foam glass has a compressive strength of 2.5n/mm2 and a conductivity of 0.055 w/m.k<br /><br />TBG300 has a compressive strength of 300n/mm2 and a conductivity of 0.18 w/m.k<br /><br />So 120 times the strength and 4 times the conductivity.  If you can get the contact area down (by using the cut out methods shown on the web site) you should be able to get a lower loss than the foam glass, esp if you combine with insulating washers and stainless bolts.<br /><br />You could also increase the thickness by using 2 sheets stacked.<br /><br />I was quoted about Â£40 for a piece 175x100mmx25mm custom cut to my drawings.<br /><br />hope this helps.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 13:17:20 +0100</pubDate>
		<author>James Norton</author>
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			<![CDATA[Nice one beel, one for the library for next time.<br /><br />J]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 14:50:02 +0100</pubDate>
		<author>Flubba</author>
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			<![CDATA[Ahh thatâ€™s new to me, quite interesting to read about that product indeed itâ€™s one to remember.<br /><br />Thanks beelbeebub]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 14:51:13 +0100</pubDate>
		<author>dickster</author>
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			<![CDATA[All of this is a great help.<br /><br />Having now spoken with engineers and architect, seems that, once again, I'm asking oddball questions that I would have thought of as common sense.<br /><br />The general line seems to be that no insulation is used when steel to concrete beam joints are made. Engineer says that Rolls Royce job would be to "break" vertical steel at wall plate height and then join steel back together using insulated plate. However small steel section means that steel bolts form 25% ish of joint anyway, so thermal bridge reduction is limited. The steel from wall plate onwards is inside insulated walls. Theory goes that heat transfer down to ground will keep steel warm enough to prevent condensation forming, especially if steel is in insulated box to ground.<br /><br />So, in a nutshell, the cold bridge effect is used in reverse, house loses heat through steel, enabling steel to be kept warm enough to prevent problems with condensation. Absolutely crazy, but thoroughly normal it seems.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 17:10:34 +0100</pubDate>
		<author>tony</author>
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			<![CDATA[I recon everyone ignores problems like this, I designed all my thermal bridges out at planning stage but planners dont care about this stuff though by the principles of CSH they should.<br /><br />blind eyes everywhere --  how come building regs dont pick up on this?  <img src="/newforum/extensions/Vanillacons/smilies/standard/cry.gif" alt=":cry:" title=":cry:" /><br /><br /> nice to find someone who cares!]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 17:44:51 +0100</pubDate>
		<author>squowse</author>
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			<![CDATA[the same applies to concrete frame buildings and yes they are all built like this as standard (ie not including "green" builders at least). the concrete walls sometimes have insulated plasterboard against them for this reason. (only a token gesture and usually that is not present in my experience).<br /><br />for a steel building i think the best place to make the break would be at the foundation level - you would need a strong insulating plate under the steel baseplate and the bolts would need insulating washers and sleeves. the steel column would then be surrounded by insulation up to floor level and would be "warm".<br /><br />i think there are examples of large modern buildings being acoustically insulated ( i seem to remember reading about a concert hall over a train/tube line). this could be a starting point for research?]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 18:03:08 +0100</pubDate>
		<author>MarkBennett</author>
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			<![CDATA[Best solution would be/have been to bring the ring beam into the thermal envelope by putting the insulation on the outside/underneath of it. Then the slab and steel would be at ambient temperatures providing thermal mass at low levels of the loss.<br /><br />The Viking solution is essentially this, as is: http://www.aipassivhaus.com/blg-june09.html<br /><br />Is it too late for this?]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 18:48:39 +0100</pubDate>
		<author>tony</author>
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			<![CDATA[I would do that too, I would carry wall insulation down the outside of the inner skin as far as the foundations then use wing insulation and omit the floor insulation altogether.<br /><br />High thermal mass low heat loss thermally stable. simpler too and it keeps the nice solid structural contact that the steelwork and the building need.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 19:47:38 +0100</pubDate>
		<author>Saint</author>
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			<![CDATA[Beelbeebub:   "Foam glass has a compressive strength of 2.5n/mm2 and a conductivity of 0.055 w/m.k<br /><br />TBG300 has a compressive strength of 300n/mm2 and a conductivity of 0.18 w/m.k<br /><br />So 120 times the strength and 4 times the conductivity. If you can get the contact area down (by using the cut out methods shown on the web site) you should be able to get a lower loss than the foam glass, esp if you combine with insulating washers and stainless bolts."<br /><br />Sorry beelbeebub but a thermal conductivity of 0.18W/mK is over 3 times worse than Foamglas which is not great at 0.055W/mK. <br />In coldstores of old beneath the steel columns supporting mezzanine floors they used hardwood as the thermal break that would have a thermal conductivity similar to TBG3000. <br />Extruded polystyrene (XPS) with a compressive strength of 350kPa was used over the rest of the floor. <br />The hardwood has generally now been replaced by high compressive XPS like Dow's Styrofoam HD300 which is a 700kPa foam with a thermal conductivity of 0.025W/mk (0.029W/mk to the 90/90 rule). I think Jackon/Gefinex also has a 700kPa XPS foam<br /><br /> Dickster, I'd ask an engineer to check out the loadings and see if this foam would work in your situation, maybe with spreader plates?]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 20:16:59 +0100</pubDate>
		<author>bot de paille</author>
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			<![CDATA[The question is why are you using a steel portal frame?<br /><br />I had a project this summer handed on from another architect for an extension using a steel portal frame. I redesigned the structure using a timber frame. The sections needed to be a bit bigger so a bit of ceiling height was lost but the client was happier to have less thermal brideging and more natural materials in the construction.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Mon, 11 Oct 2010 20:45:50 +0100</pubDate>
		<author>Viking House</author>
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			<![CDATA[The point loads should be taken no further than the wall plate if possible and spread out through the walls at 60 degrees to give more spread out loads at foundation level, unless you are building a sun room?<br />You can still dig 1m x 1m x 500mm deep holes/pads, line them with dense EPS or XPS underneath and at the sides like a biscuit tin. and pour concrete into these to give you insulated point load pads. each pad can take 3.5 tonne if you use XPS.<br />Its always better to keep steel either warm or cold, if the steel is passing through the insulation line in a well insulated house it will be the coldest surface in the house so will be prone to condensation and may constantly weep in cold weather, possibly giving ice inside the house in extreme cases. I think you should otherwise try to wrap the beam in XPS sealed at the joints to keep water vapour out.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Tue, 12 Oct 2010 08:00:25 +0100</pubDate>
		<author>dickster</author>
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			<![CDATA[Thanks once again. <br /><br />The beams are cast and most of house sits 5 bricks high with suspended floors, no chance of insulated concrete beams within thermal envelope. I'm going to check out the insulated pads anyway, seems like common sense.<br /><br />Tony, couldn't agree more, lots of lip service to "how to build a house properly", then inevitably corners cut for no real reason other than to save "them" a bit of bother and time and perhaps assume that saving the client a bit of money is always the priority.<br /><br />Pot de paille (what does that mean?). The portal evolved after I insisted that the saddle light on ridge should not have a ridge beam running under it. So ridge beam broken and support required when it restarts. The house is very small with just a single open plan living room/kitchen/everything else with no support other than external walls. A chunkier timber portal would be seen, whereas the steel is hidden and kept on the inner side in the first 50% of thickness of insulation in wall/roof. Timber would also have to be fixed below dpc to concrete.<br /><br />That's my excuse anyway.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Wed, 02 May 2012 15:10:22 +0100</pubDate>
		<author>Novice1</author>
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			<![CDATA[Sorry for resurrecting an old thread but struggling with my structural engineer and wanted to float a potentially daft idea/solution.... drum roll... A diy multifoil insulation bootie for the steel column and base plate. <br />TBG 300 pricey and only insulates the bottom of the plate<br />VH ideas excellent but Bregs and Structural engineer unhappy for several reasons (novelty and trees mostly)<br /><br />Steel post goes through 100mm steel reinforced slab, to DPC, through to 300mm EPS, through 250mm compacted crushed stone to base plate onto pad foundation.<br /><br />Bitumen painted steel to guard against condensation.<br /><br />Could it work?<br /><br />Thanks]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Wed, 02 May 2012 16:32:09 +0100</pubDate>
		<author>davidfreeborough</author>
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			<![CDATA[Foil insulation only works if there are air gaps. So the foil below the base plate wouldn't do anything useful.<br /><br />Why not terminate the steel at the reinforced concrete slab? <br /><br />Option 1) Ask your structural engineer how much thicker the concrete slab would need to be at that point to take the steel. If the answer is less than 200mm then it would probably be simplest to reduce the EPS thickness by that amount between the baseplate & the pad foundation.<br /><br />Option 2) As Option 1) but replace the EPS around/below the baseplate with XPS, Foamglas or Compacfoam load bearing insulation.<br /><br />Option 3) Insulate around the steel with EPS from pad foundation level to well above finished floor level.<br /><br />David]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Wed, 02 May 2012 16:42:21 +0100</pubDate>
		<author>Ed Davies</author>
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			<![CDATA[Zombie thread, I know, but...<br /><br /><blockquote ><cite >Posted By: dickster</cite>However small steel section means that steel bolts form 25% ish of joint anyway, so thermal bridge reduction is limited.</blockquote><br />But if it's ordinary steel section with stainless bolts the bolts will have noticeably less than half the thermal conductivity of the section so thermally about 10% of the joint.<br /><br />http://www.engineeringtoolbox.com/thermal-conductivity-d_429.html]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Wed, 02 May 2012 19:37:26 +0100</pubDate>
		<author>Novice1</author>
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			<![CDATA[Thanks David<br />Hit a brick wall on all 3 counts with structural engineer..... Dismissive says Insulation will move, Thermal bridging insignificant. I've read enough to know what you suggest works. Need help finding a second opinion from a structural engineer experienced with passive type details... suggestions??<br />Aargh!!]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Wed, 02 May 2012 23:55:15 +0100</pubDate>
		<author>Viking House</author>
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			<![CDATA[<blockquote ><cite >Posted By: Novice1</cite>Hit a brick wall on all 3 counts with structural engineer..... Dismissive says Insulation will move </blockquote> Only by 0.5% during loading!<br /><br /><blockquote ><cite >Posted By: Novice1</cite>Thermal bridging insignificant.</blockquote> The steel would probably read 15oC-16oC when its -10oC outside, which is colder than non thermally broken window frames.<br /><br /><blockquote ><cite >Posted By: Novice1</cite> Need help finding a second opinion from a structural engineer experienced with passive type details.</blockquote> Help is available from experienced structural engineers.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Thu, 03 May 2012 08:43:46 +0100</pubDate>
		<author>davidfreeborough</author>
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			<![CDATA[<blockquote ><cite >Posted By: Novice1</cite>Hit a brick wall on all 3 counts with structural engineer..... Dismissive says Insulation will move, Thermal bridging insignificant. </blockquote>If you use Foamglas for the section between slab & pad then there will be no movement. Has he looked at the product datasheet?<br /><br />Assuming the wall insulation goes around the outside of the pad foundation, the thermal bridge won't be disastrous because the ground temperature will be significantly above outside air temperature. However, its still significant & could cause condensation at the base of the steel column.<br /><br />David]]>
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		<pubDate>Thu, 03 May 2012 08:57:17 +0100</pubDate>
		<author>Sprocket</author>
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			<![CDATA[&gt;cladding the steelwork with insulation in its entirety up through the house...<br /><br />That's what we just did.<br />You need to watch this closely as it happens though. It sounds easy but it's amazing how many tricky spots you come aross in-practice that were not noticed on the plans. Like a lot of things discussed here you need to be practical about it and fix them as you go. We still ended up with a few areas that were less insulated than I would have liked.<br /><br />&gt; TBG300...<br /><br />Thanks. Interesting stuff now noted and filed for future reference.<br />It looks a lot like what we used (together with a tube that isolates the bolts) where the external wall anchors bolt to the steel frame.]]>
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		<title>insulate steel from concrete base?</title>
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		<pubDate>Thu, 03 May 2012 13:22:11 +0100</pubDate>
		<author>djh</author>
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			<![CDATA[<blockquote ><cite >Posted By: Novice1</cite>Thermal bridging insignificant.</blockquote><br />So he's obviously done a thermal model of it then? Ask him what the psi value is! Using the PHPP calculation method.]]>
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		<pubDate>Thu, 03 May 2012 15:45:19 +0100</pubDate>
		<author>SteveZ</author>
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			<![CDATA[Hi dickster.  A few thoughts, for what they're worth<br /><br />Idea 1     Use insulating pad (plastic, Foamglas or hardwood) and bolt through as normal using stainless bolts for lower heat transfer<br /><br />Idea 2     Spray plastic foam insulation on the steelwork for at least the first couple of metres. Even if the steel is cold by conduction from the concrete, there will be no cold steel surface available for condensation<br /><br />Idea 3     Use plastic top-hats or insulating sleeves and washers for the bolts, rather than direct contact with the steel.<br /><br />Use all three together]]>
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		<title>insulate steel from concrete base?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=6398&amp;Focus=144851#Comment_144851</link>
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		<pubDate>Fri, 04 May 2012 08:11:43 +0100</pubDate>
		<author>Sprocket</author>
		<description>
			<![CDATA[My steel frame is warm and sat directly on foundations.<br />Lets try some beer-mat estimates to get a feel for the numbers.<br /><br />10 x steel/concrete pads. Steel plate at pad ~ 200mm x 200mm<br />Lets hugely simplify the pad to be steel sat on 100mm thick concrete above foundation.<br />Steel at 20C. Concrete below this 100mm pad is at 10C.<br /><br />U value of 100mm concrete = K/thickness = 1.7/0.1  = 17 (ie. 17 W per m2 per degree)<br />Area of pads = 0.2 x 0.2 x 10 = 0.4 m2<br />Heat loss = 17 * 0.4 * 10 = 68W<br /><br />It's just not worth worrying about surely?<br />My worst-case building losses are up in the couple of kW range.<br />I lose something like 700W to air changes, 450W through the warm roof, around 1kW through the walls+3G+doors.<br /><br />What am I missing (that fits on my beermat and would make a big difference)?]]>
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		<title>insulate steel from concrete base?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=6398&amp;Focus=144852#Comment_144852</link>
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		<pubDate>Fri, 04 May 2012 08:31:47 +0100</pubDate>
		<author>SteamyTea</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: Sprocket</cite>What am I missing (that fits on my beermat and would make a big difference)?</blockquote><br />The rate of change maybe.  Steel conducts heat quickly, insulation does not.  So, and I may be wrong here, if you get a short term temperature difference, it conducts a disproportional amount out heat away.  Though as you say, it is still a small fraction of the other losses.]]>
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		<title>insulate steel from concrete base?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=6398&amp;Focus=144853#Comment_144853</link>
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		<pubDate>Fri, 04 May 2012 08:34:37 +0100</pubDate>
		<author>davidfreeborough</author>
		<description>
			<![CDATA[Your worst case building losses are probably for an outside air temperature of -3 degrees C or similar. So will only happen a few nights per year. <br /><br />The ground temperature is relatively stable, so the 68W will be a continuous loss for most of the winter.<br /><br />Is your beer mat big enough to integrate the steel's total annual energy loss in Joules or kWh? How does that compare to the house's total annual energy loss?<br /><br />David]]>
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		<title>insulate steel from concrete base?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=6398&amp;Focus=144865#Comment_144865</link>
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		<pubDate>Fri, 04 May 2012 09:53:18 +0100</pubDate>
		<author>Sprocket</author>
		<description>
			<![CDATA[Well that's about 600kwh per year lost to the pads.<br /><br />So at 14p/unit that's about Â£84 a year.<br />Still sounds pretty insignificant (for this building) to me.]]>
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		<title>insulate steel from concrete base?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=6398&amp;Focus=144874#Comment_144874</link>
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		<pubDate>Fri, 04 May 2012 11:45:49 +0100</pubDate>
		<author>SteveZ</author>
		<description>
			<![CDATA[Are we talking about the insulation idea mainly to prevent heat loss or to avoid condensation if or when the cold steelwork reaches the dewpoint temperature inside the building envelope?]]>
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