What is wrong with using a bearing at the top of the tower and mounting
the rotator inside the tower? The rotator has an internal bearing so the
mast is supported by two points. I have built all of my towers this way.
Some people add an additional bearing just above the rotator but in my
opinion it is just a place to bind and serves no purpose other than it
allows you to remove the rotator for repair.
John KK9A
To: towertalk@contesting.com
Subject: [ TowerTalk] Thrust bearing question.
From: Jon Pearl - W4ABC <jonpearl@tampabay.rr.com>
Date: Wed, 06 Feb 2013 22:25:47 -0500
Hello group.
I've got a question about a future configuration and thought to ask your
opinion.
I've got a US Towers TX-455 that I'm about to purchase a new M2 OR2800
for. I called US Towers and asked what they offer in the way of a
bearing plate to be situated just above the rotator. Apparently, they
/don't/ offer a bearing plate. Their plate that is designed for rotators
isn't meant to mount a bearing due to the way it's manufactured. Their
concern with using their rotator plate as a bearing plate centers around
the fact that the plate doesn't permanently attach to the tower, but
merely sits down inside of it, held in place by the three horizontal
members (rungs) that it rests against - thus making for a situation
where side loads placed on the plate could be transferred to one of the
three (or all three) of the rungs - possibly bending them.
Okay... I guess I can see that.
Next, I called M2 and asked what I should do to promote a long life and
prevent damage to their rotator with it mounted inside of TX-455 top
section. Their answer, "Just use a thrust bearing."
The TX-455 top section is flat. That's where the thrust bearing goes....
on the very top of the tower. Several inches below it is another flat
plate that's also welded into the tower. Between the top plate and the
plate down below it is a center tube that's welded between them that the
2" mast will ride in.
With a 21' long, 2" O.D. 1026 DOM tube projecting 16' out of the top of
this tower - what possible protection could a thrust bearing at the very
top of the tower offer the rotator more than five feet down, inside the
tower? I'm concerned about with the side loads on the rotator head
created by wind forces on the mast and antennas above the fulcrum.
Is my thinking wrong on this? Shouldn't I try to mitigate the side
thrust on the rotator head, just above it?
What say you?
73,
Jon Pearl - W4ABC
www.w4abc.com
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