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Total 20 documents matching your query.

1. [TowerTalk] Welding rebar (score: 1): Author: Red <RedHaines@centurytel.net>; Date: Mon, 30 Jan 2006 14:47:30 -0600; Following is information I received from Hank Lonberg, S.E.,P.E. / KR7X, Lonberg Design Group about rebar grades and welding. 73 de WOØW Here is a url to a PDF from the CRSI (concrete reinforc; /archives//html/Towertalk/2006-01/msg00621.html (7,726 bytes)
2. Re: [TowerTalk] Welding rebar (score: 1): Author: "K8RI on Tower talk" <k8ri-tower@charter.net>; Date: Mon, 30 Jan 2006 16:00:11 -0500; I can't find it now, but it seems like I read some where in "the book" while installing my tower, not to weld the rebar for the tower foundation. Maybe it's just a faulty memory. Roger Halstead (K8RI; /archives//html/Towertalk/2006-01/msg00622.html (9,218 bytes)
3. Re: [TowerTalk] Welding rebar (score: 1): Author: kd4e <kd4e@verizon.net>; Date: Mon, 30 Jan 2006 15:54:18 -0600; Was it "do not weld" or "it is unnecessary to weld"? In the second case then it would be "if you choose to weld this is the correct method". WDYT? -- ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~; /archives//html/Towertalk/2006-01/msg00624.html (7,769 bytes)
4. Re: [TowerTalk] Welding rebar (score: 1): Author: "Dr. Howard S. White" <drpaper@msn.com>; Date: Wed, 1 Feb 2006 01:44:15 -0800; Weldable Rebar (ASTM A706) is made of a different material alloy than standard non weldable rebar (ASTM A615). You have to be very careful when welding and you will need to get the welds inspected. W; /archives//html/Towertalk/2006-02/msg00000.html (8,599 bytes)
5. Re: [TowerTalk] Welding rebar (score: 1): Author: K7LXC@aol.com; Date: Wed, 10 Dec 2008 14:46:07 EST; together, but tie it together using tie wires. But I have never heard any explanation of why. detail would make any significant difference, but a welded cage is certainly easier to handle before the; /archives//html/Towertalk/2008-12/msg00291.html (7,643 bytes)
6. Re: [TowerTalk] Welding rebar (score: 1): Author: "Mike Goshay" <w6we@bak.rr.com>; Date: Wed, 10 Dec 2008 12:07:44 -0800; http://www.cityofsacramento.org/dsd/forms/documents/DSD-0237-Ufer-Ground-Installation.pdf This is a description of a UFER installation. I was installing these in my const business 40 years ago. This; /archives//html/Towertalk/2008-12/msg00293.html (9,269 bytes)
7. [TowerTalk] Welding Rebar (score: 1): Author: Ed K0KL <edk0kl@centurytel.net>; Date: Sat, 04 Jan 2014 15:01:58 -0600; I can't stand it any longer ... Wire ties are fine to keep the rebar touching from bar to band (the smaller rod surrounding the verticals or horizontals as it were). It has been used for years on bui; /archives//html/Towertalk/2014-01/msg00086.html (7,821 bytes)
8. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>; Date: Sun, 05 Jan 2014 00:59:03 -0500; Wire ties are fine to keep the rebar touching from bar to band (the smaller rod surrounding the verticals or horizontals as it were). It has been used for years on buildings, roadways, etc. Generally; /archives//html/Towertalk/2014-01/msg00093.html (8,208 bytes)
9. Re: [TowerTalk] Welding Rebar (score: 1): Author: Edwin Karl <edk0kl@centurytel.net>; Date: Sun, 05 Jan 2014 00:50:59 -0600; That's fine, but welding is only to hold in place. Like tie wire it contributes little to the actual cage strength. When confronted with large beams, or columns we would use the wire as "guys" interi; /archives//html/Towertalk/2014-01/msg00095.html (9,950 bytes)
10. Re: [TowerTalk] Welding Rebar (score: 1): Author: Ken <ken@wa0sbu.com>; Date: Sun, 05 Jan 2014 14:50:54 -0600; Why use Rebar at all. I put 3 towers up using chicken wire and tie wraps off bread wrappers. So far only 2 have fallen down, 73, Ken _______________________________________________ __________________; /archives//html/Towertalk/2014-01/msg00099.html (7,084 bytes)
11. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>; Date: Sat, 12 Apr 2014 22:37:08 -0400; And the problem is? If wired in place or near the hole they work fine. If shipped, or handled a lot they seem to come already welded. As I only have one useful hand, tack welding is faster, easier, a; /archives//html/Towertalk/2014-04/msg00253.html (8,635 bytes)
12. Re: [TowerTalk] Welding Rebar (score: 1): Author: Edwin Karl <edk0kl@centurytel.net>; Date: Sat, 12 Apr 2014 23:41:48 -0500; Roger, As part of my mis-spent youth I was an iron worker, worked at it for about 6 years. We were referred to as "rod busters" by some. In any event installed lots of iron in the new York area. Now; /archives//html/Towertalk/2014-04/msg00257.html (12,185 bytes)
13. Re: [TowerTalk] Welding Rebar (score: 1): Author: Brian Amos <bamos1@gmail.com>; Date: Sat, 12 Apr 2014 22:47:30 -0700; If you weld it the rod may rust which will cause the concrete to burst. Not a fun situation as usually the recommended repair is completely remove the foundation and replace it. As a foundation engin; /archives//html/Towertalk/2014-04/msg00258.html (14,513 bytes)
14. Re: [TowerTalk] Welding Rebar (score: 1): Author: David Gilbert <xdavid@cis-broadband.com>; Date: Sat, 12 Apr 2014 23:29:19 -0700; I pretty much agree with these comments. There seems to be a perception among some folks that a welded rebar cage is stronger than a tied one. I don't believe that to be necessarily true, and about t; /archives//html/Towertalk/2014-04/msg00259.html (15,136 bytes)
15. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>; Date: Sun, 13 Apr 2014 03:45:35 -0400; Rusting requires an oxidation source. Rod protruding from the concrete, or flux. I'm using Metal, Inert Gas or MIG for short. I'd not want to use stick welding. These are "tack welds, not true welds.; /archives//html/Towertalk/2014-04/msg00260.html (15,890 bytes)
16. Re: [TowerTalk] Welding Rebar (score: 1): Author: Grant Saviers <grants2@pacbell.net>; Date: Sun, 13 Apr 2014 10:51:17 -0700; Agreeing with Roger, having just completed building for a friend a new cage for a Tri-Ex LM354, I welded the main #8 rods to the tower mounting flanges (3x3/8x20" HRS). This is the way it comes from; /archives//html/Towertalk/2014-04/msg00263.html (19,017 bytes)
17. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Gary Schafer" <garyschafer@comcast.net>; Date: Sun, 13 Apr 2014 12:56:21 -0500; Roger, I have one of those towers to put up one day too. I was thinking rather than weld the ears to the large rod as the factory shows, using threaded rods coming out of the concrete and using a 1/2; /archives//html/Towertalk/2014-04/msg00264.html (20,971 bytes)
18. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>; Date: Sun, 13 Apr 2014 14:37:40 -0400; "My thoughts" which I'm afraid will be a bit wordy! <:-)) J-Bolts, or the properly sized and threaded rod for the largest future tower that could be installed "should work" IF that configuration meet; /archives//html/Towertalk/2014-04/msg00265.html (29,991 bytes)
19. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Gary Schafer" <garyschafer@comcast.net>; Date: Sun, 13 Apr 2014 15:37:24 -0500; My thought on welding the ears to the plate would include another small plate or angle off to the side of the ear for additional support rather than just welding the bottom of the ear to the plate. Y; /archives//html/Towertalk/2014-04/msg00270.html (27,483 bytes)
20. Re: [TowerTalk] Welding Rebar (score: 1): Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>; Date: Sun, 20 Apr 2014 15:40:19 -0400; On 4/13/2014 4:37 PM, Gary Schafer wrote: My thought on welding the ears to the plate would include another small plate or angle off to the side of the ear for additional support rather than just wel; /archives//html/Towertalk/2014-04/msg00390.html (9,720 bytes)

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