bftobin wrote:
I don't have a go-bar deck, but if I did, I wonder about cutting a few sticks shorter and then you don't need a caul. I've also seen a classical builder who puts the bridge down, wraps a cord tightly around the lower bout, then uses wedges to apply downward pressure on the bridge. I know many people out there use 315 HHG, but I think John Hall uses 192. I think the one I use is 258(?), so that gives more open time. If your glue joint is accurate, any glue with a small weight on the bridge should work. If I remember, Art Overhauser recommends using no clamps.
In my experience most of the world uses 192 and classical bridges do not have to endure the much higher string tensions of steel strings.
Not using any clamps when regluing a bridge on a steel string would not be recommended at all here.... that is a repair that would fail more than likely. I would not recommend a "rub joint" with no clamps with for new construction on a steel string. We reglue on classicals too and reglues are a bit different than new construction at times because of developed top distortion. We clamp classical bridges too when we reglue them.
Classical bridges do lift too by the way. There is an industry joke what does Cordoba mean in Spanish? Bridge reglue....
We only use 192 but I was under the impression that the higher number/gram strength HHG has LESS open time not more making getting clamps in place even more critical time wise. I'm not sure on less open time for higher gram strength so feel free to correct me if I have it wrong.
Lastly I would not want to glue on a bridge with go bars for a number of reasons. You are distorting the dome on the top with downward pressure unless you brace from inside the box. The level of pressure we would use to glue a bridge might damage a guitar in a go bar deck. Lastly one slip of a go bar and you have a gouge or hole.... on the middle of your top for all to see.
What's wrong with using clamps?

Also once in a while I have to address the notion of no clamps being required to glue on a bridge. Context is everything here because of string tension. So it's important to distinguish if this is a classical bridge or steel string bridge and it's also important to distinguish between new and repair work that makes a difference in the approach too at times.
What Art does if it's a rub joint on a classical is a common practice and likely works fine. It would not work on a steel string if your definition of "work" includes an enduring bond that does not lift.