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Author: Subject: panhard rod end bolt
ned

posted on 9/2/06 at 09:23 AM Reply With Quote
panhard rod end bolt

I have a gts dedion tube, trailing arms and panhard rod.
The dedion tube's boss for the panhard rod has an m12 thread and the rose joint used at the axle end of the panhard is 1/2".

I've had it all done up for a while, but not tweeked/torqued right up for the final time, but there seems to be some lateral/sideways movement in the axle which I'm putting down to the 0.5mm or so different between a 12mm bolt shank and a 1/2" rod end hole.

Has anyone else noticed similar problems, or am I worrying over nothing?

I know 0.5mm isn't much, but when you're on the road and it could change your rear axles squareness or toe I'd be concerned.

cheers,

Ned.





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DIY Si

posted on 9/2/06 at 09:33 AM Reply With Quote
Is the movement there if you just push sideways, or only if you lift the axle up/down? The shouldn't be much sideways action, but will always be some due to using a Panhard rod as opposed to a Watts linkage. May sound silly, but have you checked all the other bolts?
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ned

posted on 9/2/06 at 09:44 AM Reply With Quote
Maybe I'm jumping the gun a bit. Will check/torque all the bolts up tonight and see if anything improves.

cheers,

Ned.





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flak monkey

posted on 9/2/06 at 09:58 AM Reply With Quote
Engineering wise, yes all the bolts should really be 1/2". However with a 0.7mm difference, equating to 0.35mm movement in any given driection, and no movement if the bolts done up properly! (The rose joint is clamped tight to the axle) Then it shouldnt be a problem.

David





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BKLOCO

posted on 9/2/06 at 10:08 AM Reply With Quote
For what it's worth I had exactly the same concerns.
I wrapped a piece of shim steel round the shank of a 12mm bolt before fitting it.
Works a treat





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NS Dev

posted on 9/2/06 at 11:09 AM Reply With Quote
You don't want to run M12 bolts on 1/2" holes. As was said, the clamp on the joint should in theory keep it tight, but in my experience, they nearly always come loose and start knocking.

Wrapping with a shim is one answer, another would be to go down to M10 bolts (which are still much more than strong enough, well OTT) and make up some top hat spacers stepped to sit through the 1/2" bracket holes. I'd do the latter, and oyu can glue the spacers in so you don't need 3 hands when installing the joint.





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BKLOCO

posted on 9/2/06 at 11:16 AM Reply With Quote
You can't reduce to 10mm... The Rose joint is bolted into a pre tapped 12mm bush welded onto the DeDion tube.





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ned

posted on 9/2/06 at 12:02 PM Reply With Quote
what do you mean by wrapping with a shim? Where can I find such a wafer thin piece of metal to try and cut and wrap around the bolt shank?

cheers,

Ned.





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Mix

posted on 9/2/06 at 12:18 PM Reply With Quote
Feeler gauges??

Mick

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Gav

posted on 9/2/06 at 12:18 PM Reply With Quote
Foil?
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Avoneer

posted on 9/2/06 at 12:19 PM Reply With Quote
Coke can...

Pat...





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britishtrident

posted on 9/2/06 at 12:22 PM Reply With Quote
A drop of Locitite Bearing Fit --- hmm in the right place
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BKLOCO

posted on 9/2/06 at 12:29 PM Reply With Quote
Ned U2U sent





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ned

posted on 9/2/06 at 12:34 PM Reply With Quote
u2u replied, thanks very much BKLOCO.

Ned.





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Nick Skidmore

posted on 9/2/06 at 03:24 PM Reply With Quote
I do get worried when I hear things like this.

You should even think twice about using a 1/2" bolt directly in a 1/2" rod end as most commercial fasteners are 8 to 10 thou down on their nominal size and the amount of fretting that this gives cause to premature failure.

As detailed earlier you shoud use a larger rod end in this case, probably a 16mm one with 'top hat' reducers in the bore and then drill the holes in these 11.9mm to take the 12mm bolt.

If you wish to use bolts directly in rod ends use NAS bolts which are 1 to 2 thou down on their nominal size.

I know it's been mentioned on this site before but a read of caroll smith's nut, bolts and fastener handbook or prepare to win would give you lads who are really into doing a job right all the pointers on this sort of thing.

12mm in 1/2" hole gives at least 28 thou overall (more like 36 with commercial bolts) or 14 (18) side to side movement which in engineering terms is a fecking mile out.

[Edited on 9/2/06 by Nick Skidmore]

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BKLOCO

posted on 9/2/06 at 04:22 PM Reply With Quote
It's in the post.





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ned

posted on 9/2/06 at 04:31 PM Reply With Quote
thanks again...

Ned.





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BKLOCO

posted on 9/2/06 at 04:49 PM Reply With Quote
quote:
Originally posted by Nick Skidmore
I do get worried when I hear things like this.

You should even think twice about using a 1/2" bolt directly in a 1/2" rod end as most commercial fasteners are 8 to 10 thou down on their nominal size and the amount of fretting that this gives cause to premature failure.

As detailed earlier you shoud use a larger rod end in this case, probably a 16mm one with 'top hat' reducers in the bore and then drill the holes in these 11.9mm to take the 12mm bolt.

If you wish to use bolts directly in rod ends use NAS bolts which are 1 to 2 thou down on their nominal size.

I know it's been mentioned on this site before but a read of caroll smith's nut, bolts and fastener handbook or prepare to win would give you lads who are really into doing a job right all the pointers on this sort of thing.

12mm in 1/2" hole gives at least 28 thou overall (more like 36 with commercial bolts) or 14 (18) side to side movement which in engineering terms is a fecking mile out.

[Edited on 9/2/06 by Nick Skidmore]


All of the above is very subjective.
You cannot make generalisations about "commercial fastenings" like this.
If you use cap head socket screws or good quality bolts from a reputable manufacturer (Unbrako for example) then they are made to much closer tollerances than you are suggesting. This is why books like Machinery's Handbook and Zeus give recommended clearance hole sizes? Generally 0.1mm above nominal for the smaller sizes of bolt.
Obviously in the Ideal world we would make everything a precision clearance fit but we don't when it is not necessary.
In this application a 12mm bolt in a 1/2" clearance hole although wrong would in all probabillity present no problem at all if torqued to just below its elastic limit. However to err on the side of caution a shim sleeve provides a belt and braces solution both cheeply and quickly.
Not everyone has access to a lathe to be able to turn a top hat bush. Therefore another solution has to be found, that although not as "correct" in pure engineering terns, is perfectly acceptable.

There are as many different ways of solving most problems as there are engineers willing to give advice.
Another way would be to use a larger rose joint with a shoulder bolt.

Lets just keep it simple where we can eh.





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NS Dev

posted on 10/2/06 at 10:46 AM Reply With Quote
Missed the extra answers and looks like I'm a tad late now, but I would gladly spin up a top hat adaptor for anybody that needed one, as would Nick.





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locoboy

posted on 12/2/06 at 12:09 PM Reply With Quote
I have asked this question to Darren but have had no reply, I fitted my Dedion 2 weeks ago and was concerned about this play too.

Anyidea what it shold be torqued up to?

Anyone willing to offer a bit of shim steel???





ATB
Locoboy

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ned

posted on 12/2/06 at 01:39 PM Reply With Quote
Locoboy, I have some that BKLOCO kindly sent through to me. If you're not in a rush I can send some onto you once I've done mine, there should be plenty enough to do mine and yours.

cheers,

Ned.





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locoboy

posted on 12/2/06 at 03:55 PM Reply With Quote
Would be much appreciated Ned, and BKLOCO

You have U2U Ned.





ATB
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ned

posted on 16/2/06 at 10:42 PM Reply With Quote
Right, been busy in the garage, here's some pics of the problem and the solution:

problem of slop between 1/2" rod end and m12 bolt:
http://www.locostbuilders.co.uk/upload/IMG_1809b.jpg
http://www.locostbuilders.co.uk/upload/IMG_1810b.jpg

shim steel to pack out the girth of the bolt:
http://www.locostbuilders.co.uk/upload/IMG_1811b.jpg
http://www.locostbuilders.co.uk/upload/IMG_1812b.jpg

solution/shim steel in situ in rosejoint:
http://www.locostbuilders.co.uk/upload/IMG_1814b.jpg
http://www.locostbuilders.co.uk/upload/IMG_1815b.jpg

cheers,

Ned.

[Edited on 16/2/06 by ned]





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TimC

posted on 17/2/06 at 07:36 AM Reply With Quote
Well played!






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