Bell Frames
Richard Offen
richard at ...
Fri Oct 28 17:35:51 BST 2005
--- In bellhistorians at yahoogroups.com, "Roderic Bickerton"
<rodbic at n...> wrote:
>
> Old King post frames have a reputation for being difficult to
stabilise.
> They are a development of the earlier headless or short headed
frame.
> They consist of an upright on a heavy foundation with the bell on
top of the
> upright.
> the upright is braced with two angled props.
> the structure is a pair of right angle triangles back to back with
the
> upright common to both.
> The swinging bell produces horizontal force.
> Each prop in turn takes the load as the bell produces force toward
the prop.
> If the joints are loose the king post moves across until the
looseness is
> overcome and the prop can take the load.
> The only way to stabilise this set up is to make sure both props
are really
> tight up against the king post.
> This can be done by fitting steel tie bolts to pull down the props
so that
> they are pressing hard against the king post, and able to resist
movement
> without the king post having to move and take up the slack.
> The concept is not changed if the king post frame has full heads
and corner
> posts.
> The only additional benefit, (apart from being able to walk round
easily) is
> proper stabilisation of the width of the pits, Not very critical
with 3 or 4
> bells swinging the same way, but essential when the frame has bells
swinging
> at right angles to each other.
>
> Looking at a full headed king post frame another way it is a box
structure
> and would not be able to withstand much horizontal force without
some angled
> bracing (referred to as angled props above).
>
> The principle remains.
> The angle braces must work if the frame is to be stable.
> They only work if they are touching something.
> This means they must be tight and under some load.
>
> Look at this weeks Ringing World.
> A lovely clear picture of Brasted frame (P1030).
> What has been done to pull in the cross bracing (the king post
props)?
>
> Vertical top to bottom tie rods can only be of limited benefit,
because they
> only pull together the joints of the vertical king and corner
posts, which
> were never intended to take the horizontal force generated by the
bells. If
> excessively tight they can overload joints and damage the timber.
>
> Frames also generally need pulling down onto there foundation beams
and
> steel underpinning where fitted, if that lot is not to roll around
like a
> pile of logs, but that is another issue.
>
> Its near November 5 so let us see if there are any fiery replies!
>
> Rod Bickerton
> Watford
>
Shouldn't this lot be on the Bell Hangers' Chat List?
R
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