Steel Frame modific...
 

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[Closed] Steel Frame modification - frame builder advice?

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 Rik
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I know there are a few frame builders on here.

I have a steel mtb frame which is made of high end true temper platinum ox tubing (like 853). I would to have the chain and seat stay bridges removed and either :

- new ones installed closer to bb shell/further up the seat stays
- or replaced with a nice flat plate on both chain and seat stays, shaped to bb chain stay junction.

Either way it will enable more tyre clearance on the frame.

Spoken to a few roadie frame builders and they don't seem to know much about the true temper tubing and only give me patchy info.

Is it possible and how much would this type of minor work cost?

Can anybody help?


 
Posted : 29/05/2013 8:25 am
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are you sure the stays are the same material?

Often it's only the main tubes that are the advertised material with the stays being lower grade.

ben kinetics is probably your man unless you want to involve cutlery and cynic-al.


 
Posted : 29/05/2013 8:35 am
 Rik
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As far as I am aware it's platinum OX tubing throughout. Up until very recently 853 stays were not widely available but true temper have always had them as an option.

I know steel frames are re-weldable and repairable but its a very light frame 4lb frame.

Oh. It's a hand made Chromag frame for reference.


 
Posted : 29/05/2013 9:05 am
 Rik
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Bump


 
Posted : 29/05/2013 11:18 am
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Surprised u need more clearance on a Chromag!

650b conversion?


 
Posted : 29/05/2013 1:04 pm
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How are the bridges attached? If they're TIGed, then they have to be carefully cut off and the welds filed back, which is always a pain on thin tubing. If they're brazed it's generally easier.

Is the bridge clearance the only problem? the spacing between the stays is okay?


 
Posted : 29/05/2013 1:12 pm
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Sounds almost as hard as making a whole new frame TBH.


 
Posted : 29/05/2013 1:27 pm
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Nah, a whole lot easier than that 😉

The only tricky bit is removing all traces of the old bridges.


 
Posted : 29/05/2013 1:33 pm
 Rik
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Cheers Ben,

They are Tig welded, it's just the position of the bridges which I'd like moving to allow more room the actual stays are correct distance and don't need crimping etc.

it's a nice frame that I don't want to replace if I can adapt


 
Posted : 29/05/2013 3:51 pm
 Rik
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Its chromag's XC frame. The moving of the bridges would mean 650b would fit but that's not why I need it doing. Something more obscure than that........


 
Posted : 29/05/2013 3:53 pm
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you're turning it into a commuter-cum-pedallo for there are too many ducks on the canal towpath?


 
Posted : 29/05/2013 4:30 pm
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Any idea what this work might cost. I've got an old 631 steel frame that would like to modify to allow me to use shorter forks.


 
Posted : 29/05/2013 4:36 pm
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If its got discs all these bridges do is hold mudguards. If you dont need them to hold mudguards then cut, file and be happy.


 
Posted : 29/05/2013 5:09 pm
 Rik
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If its got discs all these bridges do is hold mudguards. If you dont need them to hold mudguards then cut, file and be happy.

With a heavy steel frame like a 456 or the like i'd be in agreement with you but this is 4lb steel frame.....


 
Posted : 29/05/2013 5:31 pm
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If its got discs all these bridges do is hold mudguards. If you dont need them to hold mudguards then cut, file and be happy.

you could get away without a chainstay bridge but you'll need a seatstay bridge.

If it's a decent frame it'll probably be fine but there's a chance that the welds could be undercut in which case cutting out the old bridges isn't going to be a great plan.

When I used to do this sort of stuff I'd charge a minimum of £50. Not including paint obviously.


 
Posted : 29/05/2013 5:45 pm
 Rik
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Shand - would you be able to still do it? You did such a lovely job on my custom forks?


 
Posted : 29/05/2013 5:50 pm
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I'm not a human finite element machine but just trying to visualise the forces I can't see what usefull function these bridges serve short of another stress raiser


 
Posted : 29/05/2013 5:52 pm
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I'm not a human finite element machine but just trying to visualise the forces I can't see what usefull function these bridges serve short of another stress raiser

Stiffens the rear triangle. Without a seatstay bridge, the rear end will flex more than will be good. It's arguable whether a chainstay bridge is needed since the bridge is so close to the BB it's not really shortening the effective stay by much. Seatstays are generally smaller diameter than chainstays too. For what it's worth I always fit seatstay bridges and I'll leave out the chainstay bridge unless there's going to be mudguards.


 
Posted : 30/05/2013 8:26 am
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Interesting info from Cotic re. chainstay bridges:

"...discussions with another frame designer and further research on frame design using the FEA models shows that the worst fatigue feature on the frame is the chainstay bridge. Deleting the bridge removes this problem and massively improves mud clearance, but it it also moves the stress 'hot spot' to the outer edge of the chainstay/BB welds. Addition of gussets at these locations solves this, and another now classic Cotic feature is born with the bridgeless chainstay design. Enormously proud of myself for this sweet little solution, it's only several months later that I discover Keith Bontrager had been doing the same thing on his steel frames since about 1990. A doffed hat to Mr B!"


 
Posted : 30/05/2013 8:47 am
 Rik
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Shand - can I drop you a line about my frame? Or are you too busy with full builds?


 
Posted : 30/05/2013 9:36 am
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Shand - can I drop you a line about my frame? Or are you too busy with full builds?

Hi Rik, I'm afraid we're running behind on our own bikes at the moment and have had to take the decision to stop all other repair/renovation/repaint work for the moment in an attempt to catch up.

Ben Cooper at Kinetics would be the guy to contact.


 
Posted : 30/05/2013 9:39 am
 Rik
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Will do - seen some of Ben's work on here and it looks lovely


 
Posted : 30/05/2013 10:06 am
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YGM 😉

I'd say in general seatstay bridges are more important than chainstay ones - the SS bridge prevents the relatively slender stays from bowing outwards. CS bridges are less about triangulation - the stays are quite beefy anyway - they're about making the whole area more rigid. As Cy says, you can do without the bridge completely, but you need to stiffen it elsewhere, either with gussets or large fillets, or a more traditional lugged frame with a web between the stays.

I don't think I've ever seen a frame fatigue at the bridge, but badly-designed bridges can collect water and rust through that way - older Bromptons were notorious for that, for instance, because the bridge had a vent hole facing the tyre.


 
Posted : 30/05/2013 2:13 pm

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