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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Rplacement\s+stud\s+bolt\s*$/: 11 ]

Total 11 documents matching your query.

1. [TowerTalk] Rplacement stud bolt (score: 1)
Author: Jepilot@aol.com (Jepilot@aol.com)
Date: Sun, 21 Mar 1999 19:58:38 EST
Problem: How to install a stud bolt in an existing concrete base. Background: WD5FHG and I are in the process of installing/erecting a new 55 foot crankup, self supporting tower (US Tower, HDX555). T
/archives//html/Towertalk/1999-03/msg00402.html (10,229 bytes)

2. [TowerTalk] Rplacement stud bolt (score: 1)
Author: rthorne@tcac.net (Richard Thorne)
Date: Sun, 21 Mar 1999 19:06:23 -0600
Find a Hilti dealer. They probably have the rod and epoxy for the application. -- 73, Richard Thorne - N5ZC (Ex. KA2DSY, N2BHP, WB5M) Amarillo, TX -- FAQ on WWW: http://www.contesting.com/towertalkfa
/archives//html/Towertalk/1999-03/msg00403.html (11,419 bytes)

3. [TowerTalk] Rplacement stud bolt (score: 1)
Author: dhearn@ix.netcom.com (dan hearn)
Date: Sun, 21 Mar 1999 17:34:57 -0800
The original bolts in the base, of course have a J hook which is very secure in the cement. It seems that any straight bolt would be weaker though that is a guess on my part. If I had that problem, I
/archives//html/Towertalk/1999-03/msg00404.html (12,038 bytes)

4. [TowerTalk] Rplacement stud bolt (score: 1)
Author: Jim White, K4OJ" <k4oj@ij.net (Jim White, K4OJ)
Date: Sun, 21 Mar 1999 20:49:00 -0500
Use of epoxies for embedding bolts is standard in the construction industry...any decent bolt house you work with can supply you with a two part epoxy and a gun to squirt it...use of this type of anc
/archives//html/Towertalk/1999-03/msg00405.html (8,766 bytes)

5. [TowerTalk] Rplacement stud bolt (score: 1)
Author: dhearn@ix.netcom.com (dan hearn)
Date: Sun, 21 Mar 1999 18:56:24 -0800
Tnx Mike. I have doubts if an epoxy bond will develop enough strength to hold a large bolt to its tensile breaking strength. Would like to see some test data on this. The strength of a bolt goes up a
/archives//html/Towertalk/1999-03/msg00406.html (14,913 bytes)

6. [TowerTalk] Rplacement stud bolt (score: 1)
Author: kb3aug@juno.com (Bill Hinkle)
Date: Sun, 21 Mar 1999 21:59:01 -0500
Not me with a 55 foot lever.... Bill, KB3AUG On Sun, 21 Mar 1999 20:49:00 -0500 "Jim White, K4OJ" <k4oj@ij.net> writes: -- FAQ on WWW: http://www.contesting.com/towertalkfaq.html Submissions: towerta
/archives//html/Towertalk/1999-03/msg00408.html (8,540 bytes)

7. [TowerTalk] Rplacement stud bolt (score: 1)
Author: kb3aug@juno.com (Bill Hinkle)
Date: Sun, 21 Mar 1999 21:53:55 -0500
Jan, I would forget about installing a new base bolt. I would take the tower base to a welding shop and have them weld a plate over the top(if the tower will not hit it) of the new T and drill a new
/archives//html/Towertalk/1999-03/msg00409.html (9,227 bytes)

8. [TowerTalk] Rplacement stud bolt (score: 1)
Author: Dick Green" <dick.green@valley.net (Dick Green)
Date: Mon, 22 Mar 1999 03:03:39 -0500
Jan, I'm a little puzzled by your question. Have you determined why the third bolt doesn't line up with the matching hole in the base? I've had the experience of a base bolt being off by between 1/16
/archives//html/Towertalk/1999-03/msg00412.html (9,893 bytes)

9. [TowerTalk] Rplacement stud bolt (score: 1)
Author: ronc@sonic.net (Ron Castro)
Date: Mon, 22 Mar 1999 19:42:07 -0800
I put up a 555 in a very windy location several years ago, and I would not recommend trying to install a new bolt in the existing foundation. The stress on the bolt in the wind is enormous, and even
/archives//html/Towertalk/1999-03/msg00437.html (12,164 bytes)

10. [TowerTalk] Rplacement stud bolt (score: 1)
Author: Dick Green" <dick.green@valley.net (Dick Green)
Date: Mon, 22 Mar 1999 23:00:57 -0500
I think the general reflector population ought to know that U.S. Tower redesigned the hole position in the 555 base several years ago, which is why the new base won't fit on the bolts (so Jan informs
/archives//html/Towertalk/1999-03/msg00439.html (8,855 bytes)

11. [TowerTalk] Rplacement stud bolt (score: 1)
Author: thompson@mindspring.com (thompson@mindspring.com)
Date: Tue, 23 Mar 1999 11:06:41 -0500
Probably best to let a foundry build a new base. With older Tristao 3 sided crank ups I always use 1" universal bolt with the bottom 6" in an L. I found when I first put down the tower years ago that
/archives//html/Towertalk/1999-03/msg00454.html (9,094 bytes)


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