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Re: [TowerTalk] How to fix crooked Rohn 45G short base?

To: towertalk@contesting.com
Subject: Re: [TowerTalk] How to fix crooked Rohn 45G short base?
From: Les Kalmus <w2lk@bk-lk.com>
Date: Sat, 4 Jul 2020 11:07:43 -0400
List-post: <mailto:towertalk@contesting.com>
A better approach might be to use a pier pin. Cut the existing base flush with the concrete. Get a Rohn bottom plate made for a pier pin and a pin. Then drill a hole in the center of the concrete and epoxy in the pin.  You're ready to go. See this link for an example:

https://www.dxengineering.com/search/part-type/tower-base-plates/product-line/rohn-pier-pin-tower-base-plates?autoview=SKU&sortby=Default&sortorder=Ascending

You'll probably have to replace the section you had embedded and cut but this will give you a "by the book" tower base.

Les W2LK


On 7/4/2020 10:55 AM, Grant Saviers wrote:
I've made joiners and bottom plates for different tower sections for Field Day, R25 to aluminum etc.

The Rohn leg bolts hold in shear so larger holes are not a good answer.

Getting two plates made with welded on pin and socket, that can be shimmed to correct the angle makes sense as a solution, but needs a lot of strength as you noted.  I would go with the shimmed plates.  Have them galvanized.

For starting over, there are expanding grouts (Dexpan) that break up concrete.  Drill deep holes, mix and pour.  Removing concrete with rebar/tower section will be a PITA.  A big excavator might pull it straight out whole.  I'd try that first.  Or Dexpan to break off the exterior then pull.

Grant KZ1W



On 7/4/2020 06:46, Blake Sobiloff via TowerTalk wrote:
Hi guys,

Due to the property lines and terrain I don’t have room to pour another one next to the existing one, so jackhammering out the current one may be the only option.

Some others have suggested drilling new bolt holes to make the first section plumb. That seems like the easiest option, but I worry that (depending on how close the new holes are to the existing holes) that will weaken the tower right where the majority of the bending stress is focused. I admit I’m naive about these things, though.

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