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Total 11 documents matching your query.

1. Pouring a floor (score: 1): Author: "Madurski, Ronald M" <ronald.m.madurski@lmco.com>; Date: Wed, 30 Jul 2003 09:54:07 -0400; I'm getting ready to pour a floor for a steel building. 40x50x12. Frostline is 32". I had a contractor lined up to do the whole thing and he has flaked out on me so I am thinking about doing a lot of; /html/shop-talk/2003-07/msg00164.html (8,811 bytes)
2. Re: Pouring a floor (score: 1): Author: Mike Rambour <mikey@b2systems.com>; Date: Wed, 30 Jul 2003 10:31:35 -0700; I welded my rebar and found out it was a bad thing to do, several people here said it weakens the poor quality steel that rebar is made of. I was told and I found out that there is "weldable" rebar; /html/shop-talk/2003-07/msg00166.html (8,994 bytes)
3. Re: Pouring a floor (score: 1): Author: "Elton Clark" <lotus.tony@airmail.net>; Date: Wed, 30 Jul 2003 12:31:09 -0500; Ron asked: Rebar is the worst possible form of junk recycled steel and presents some challenges to the welder . . try to weld some first before you go to big trouble rigging up. Tony /// unsubscribe/; /html/shop-talk/2003-07/msg00167.html (7,861 bytes)
4. RE: Pouring a floor (score: 1): Author: "John Gates" <jgates@tx3.com>; Date: Wed, 30 Jul 2003 11:34:53 -0700; I put a 36 x 48 slab in a metal building about 6 years ago. All one piece, no control joints or expansion joints, no rebar. Used Fibermesh, adds about $50 to a truck. So far, no visible cracks. Been; /html/shop-talk/2003-07/msg00169.html (8,595 bytes)
5. Re: Pouring a floor (score: 1): Author: Dave & Marlene <rusd@velocitus.net>; Date: Wed, 30 Jul 2003 14:14:30 -0600; I have read that welding the rebar is not good. The bars need to be able to flex & move a bit. Better to just tie it. Dave Russell /// unsubscribe/change address requests to majordomo@autox.team.net; /html/shop-talk/2003-07/msg00171.html (8,123 bytes)
6. Re: Pouring a floor (score: 1): Author: Martin Scarr <martins@efn.org>; Date: Wed, 30 Jul 2003 14:58:30 -0700 (PDT); That's a perfectly acceptable way to do it, but it can be tricky. You can run into a problem with holding up the wall forms, especially on a 16 inch wide footing. There are some steel straps made for; /html/shop-talk/2003-07/msg00172.html (9,639 bytes)
7. RE: Pouring a floor (score: 1): Author: "Madurski, Ronald M" <ronald.m.madurski@lmco.com>; Date: Wed, 30 Jul 2003 19:24:58 -0400; I was also a bit concerned about having to leave the forms under/next to the concrete which overtime could create a void. I neglected to mention that I was planning on using vertical pieces of rebar; /html/shop-talk/2003-07/msg00174.html (10,938 bytes)
8. Re: Pouring a floor (score: 1): Author: Richard Beels <beels@technologist.com>; Date: Wed, 30 Jul 2003 23:14:23 -0400; Do the calcs twice so you order the correct amount and do one pour. Just make sure your forms are STRONG enough - that's a lot of weight. For the floor, use mesh instead of rebar and use wire and wra; /html/shop-talk/2003-07/msg00179.html (10,189 bytes)
9. RE: Pouring a floor (score: 1): Author: Richard Beels <beels@technologist.com>; Date: Wed, 30 Jul 2003 23:19:31 -0400; 88 years to completely cure if conditions are ideal. Best thing I've come across is this curing solution/epoxy primer in one. It's by some chemical company in Philly and I can't remember the name and; /html/shop-talk/2003-07/msg00180.html (9,045 bytes)
10. Pouring a floor (score: 1): Author: "Ron Schmittou" <rs1121@earthlink.net>; Date: Thu, 31 Jul 2003 11:48:46 -0500; A friend of mine recently acquired a nice workshop with his last property and the floor was the best I have seen - regular polished concrete but the sides of the floor are rounded up about 10 inches; /html/shop-talk/2003-07/msg00191.html (8,501 bytes)
11. Re: Pouring a floor (score: 1): Author: Martin Scarr <martins@efn.org>; Date: Thu, 31 Jul 2003 13:55:14 -0700 (PDT); It's done by stripping the inside wall form after the concrete has taken a set and the inside radius is hand finished with an addition of a little extra concrete to form the radius. You can use bagge; /html/shop-talk/2003-07/msg00195.html (8,609 bytes)

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