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References: [ +subject:/^(?:^\s*(re|sv|fwd|fw)[\[\]\d]*[:>-]+\s*)*\[TowerTalk\]\s+Adjustments\s+to\s+Tower\s+Base\s+Pier\s+J\-Bolts\s*$/: 34 ]

Total 34 documents matching your query.

1. [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 22 Jul 2017 09:47:49 -0400
Got a nasty situation here that needs some brain power to resolve. Earlier this year, I poured two base piers for a pair of Pirod self-supporting towers. The 140 ft. tower base has the problem. Unfor
/archives//html/Towertalk/2017-07/msg00211.html (10,329 bytes)

2. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Wes Stewart <wes_n7ws@triconet.org>
Date: Sat, 22 Jul 2017 07:01:59 -0700
Fire Department Jaws of Life? 2) Use a telescoping hydraulic cylinder (a.k.a. hydraulic ram jack) to push the two J-bolts against each other since they are both leaning in by the same amount. What I
/archives//html/Towertalk/2017-07/msg00212.html (8,316 bytes)

3. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Grant Saviers <grants2@pacbell.net>
Date: Sat, 22 Jul 2017 07:36:37 -0700
Why?? That has to be easier and less risky than any other idea proposed. Grant KZ1W _______________________________________________ _______________________________________________ TowerTalk mailing l
/archives//html/Towertalk/2017-07/msg00215.html (7,803 bytes)

4. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 22 Jul 2017 10:44:57 -0400
The issue is not just removing the template. I could just cut it off. I need to KNOW that the template can be removed without to ensure that the tower base will go on without difficulty. We can't be
/archives//html/Towertalk/2017-07/msg00216.html (8,126 bytes)

5. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Steve Maki <lists@oakcom.org>
Date: Sat, 22 Jul 2017 11:03:22 -0400
Why do you need 12" of bolts sticking up? If you don't, cutting them down to what you actually need will reduce some of the alignment issue, possible enough. -Steve K8LX The issue is not just removin
/archives//html/Towertalk/2017-07/msg00217.html (8,780 bytes)

6. [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Jim Thomson" <jim.thom@telus.net>
Date: Sat, 22 Jul 2017 08:18:23 -0700
<Got a nasty situation here that needs some brain power to resolve. Earlier <this year, I poured two base piers for a pair of Pirod self-supporting towers. The 140 ft. tower base has the problem. Unf
/archives//html/Towertalk/2017-07/msg00219.html (11,545 bytes)

7. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: <john@kk9a.com>
Date: Sat, 22 Jul 2017 11:48:10 -0400
Instead of compromising the bolt or concrete, can you elongate the tower holes? You may also be able to shorten the bolts to minimize the portion that is out of location. John KK9A Got a nasty situat
/archives//html/Towertalk/2017-07/msg00220.html (10,410 bytes)

8. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: K7LXC--- via TowerTalk <towertalk@contesting.com>
Date: Sat, 22 Jul 2017 11:49:10 -0400
Earlier this year, I poured two base piers for a pair of Pirod self-supporting towers. The 140 ft. tower base has the problem. Unfortunately, the base J-bolts on two of the three equilateral triangl
/archives//html/Towertalk/2017-07/msg00221.html (10,728 bytes)

9. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: <marsh@ka5m.net>
Date: Sat, 22 Jul 2017 12:21:02 -0500
There's no way I'd apply heat to the bolts over concern of weakening the bolts. I'd try to cut the template off with a reciprocating saw or a grinder. Why do you need 12" sticking out above the level
/archives//html/Towertalk/2017-07/msg00226.html (13,536 bytes)

10. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Roger (K8RI) on TT" <K8RI-on-TowerTalk@tm.net>
Date: Sat, 22 Jul 2017 13:23:15 -0400
If it were me, I'd make some flat plate adapters from 1/4, 3/8ths, or 1/2" plate for the hydraulic jacks to push against. 1/4" should be strong enough. Pushing against the threads could be risky. The
/archives//html/Towertalk/2017-07/msg00227.html (13,602 bytes)

11. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: EZ Rhino <EZRhino@fastmovers.biz>
Date: Sat, 22 Jul 2017 11:31:29 -0600
Yes...enlarge the holes on the tower base. Die grinder with a roto-file bit(s). Will take some time but removing 1/8" of steel certainly won't weaken it enough to be a problem. chris KF7P Instead of
/archives//html/Towertalk/2017-07/msg00228.html (9,012 bytes)

12. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Clay Autery <cautery@montac.com>
Date: Sat, 22 Jul 2017 12:37:04 -0500
OK.... don't even THINK about using heat. Don't use a sledge.... too risky. Suck it up and do it right. Weld/rig up an exterior frame that can mount rigidly to the 4-6" of exposed concrete foundation
/archives//html/Towertalk/2017-07/msg00229.html (10,560 bytes)

13. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Wayne Kline <w3ea@hotmail.com>
Date: Sat, 22 Jul 2017 18:03:04 +0000
Paul, IMO the 1/8" .120 off center and the larger base hole with it's .060 clearance to the center line C/L I would use a die grinder and elongate the offending two base plate holes . Wayne W3EA Got
/archives//html/Towertalk/2017-07/msg00231.html (13,665 bytes)

14. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Tox <scott.small@gmail.com>
Date: Sat, 22 Jul 2017 11:13:24 -0700
Use a cutting torch to segment your template; the kerf will provide enough clearance for the first piece to move that 1/8", and then the rest would have more room. Scribe match lines on either side b
/archives//html/Towertalk/2017-07/msg00232.html (14,876 bytes)

15. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Richard (Rick) Karlquist" <richard@karlquist.com>
Date: Sat, 22 Jul 2017 16:34:57 -0700
Two suggestions based on my experience: 1. Protect the threads of your 1 7/8 inch rods by slipping a Schedule 80 PVC pipe over them. This pipe has a rated 1.936" inner diameter. This allows 1/32" inc
/archives//html/Towertalk/2017-07/msg00234.html (9,925 bytes)

16. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 22 Jul 2017 20:06:23 -0400
one at the normal location and a second at the top of the bolts.": Amen. After seeing the problem on the day after the pour, you could hear me swearing at Pirod Engineering for not specifying two (2
/archives//html/Towertalk/2017-07/msg00235.html (16,226 bytes)

17. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Steve Maki <lists@oakcom.org>
Date: Sat, 22 Jul 2017 20:50:59 -0400
One other thing: I'm sure some folks worry that they might find, after plopping a self support tower down on *level* bottom nuts, that their pride and joy is not plumb. Not to worry, if the tower is
/archives//html/Towertalk/2017-07/msg00236.html (11,563 bytes)

18. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: Steve Maki <lists@oakcom.org>
Date: Sat, 22 Jul 2017 20:36:20 -0400
OK, but since Pirod's design spec, or instructions as it were, (and I love Pirod, believe me) is already faulty as you know, we are seeking after-the-fact solutions. First, there is no need for the b
/archives//html/Towertalk/2017-07/msg00237.html (11,381 bytes)

19. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 22 Jul 2017 21:12:15 -0400
Steve, no question...any amount of bolt height reduction does get me closer to the right distances...and that will make the base section easier to install. It's certainly one solution to consider, a
/archives//html/Towertalk/2017-07/msg00238.html (9,916 bytes)

20. Re: [TowerTalk] Adjustments to Tower Base Pier J-Bolts (score: 1)
Author: "Paul Christensen" <w9ac@arrl.net>
Date: Sat, 22 Jul 2017 21:42:40 -0400
I should also mention that after working with several crane operators, they detest using their gear for any purpose other than to lift and place. For example, they will not use the end of the boom fo
/archives//html/Towertalk/2017-07/msg00239.html (10,820 bytes)


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