Robert....when you filled in the holes for the emblems, do you not back the hole up with copper and if not, why not? Too much of a hassle?



awesome work as usual.Well today I had a phone call from 3 Mules to tell me the .023 welding wire was in. I had ordered .023 ER70S-7, but what actually showed up was EZ Grind. I guess I was destined to try this stuff out...
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After about 45 minutes of changing wire, rollers, and trying different settings on the machine, we found dialing it in for 3/16 thick steel and using 1/2 second weld "application" showed about the best results.. Seems odd as the metal was 19 ga, or about .038 thick..
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front:
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rear:
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Comparative size of the weld proud.
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I wasn't totally pleased with the .023 EZ grind, but in all fairness I think some of the issue is my welder. It never has been too keen on .023 wire.
Put the .035 ER70S-7 back in, dialed in the settings for 3/16 thick steel, and ran some test welds...
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Front side....
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Rear side....
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Comparing the EZ grind to the -7 in the roof repair shows less splatter with the -7...
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It sounds like you are referring to a bit of undercutting around the perimeter of the metal, which may be a lack of wetting..
"Undercutting" - that's exactly what I'm talking about.
The metal thickness I'm dealing with is around that .038 area - maybe up to .045 - don't remember.
I've got some .035 wire - I'll swap over to that and turn the heat up a bit.
My old machine was a beast and didn't play well with smaller wire. I don't know that the wire change will help you, and normally try to dissuade people from going out and buying a new roll just because someone else is using something. In this case, you already have it, so please share any results if you could.
My trigger time is typically very short - just enough to get good penetration.
A question about planishing the welds. You planish before you grind, right?
Typically, yes. Each weld dot will shrink and pull the surrounding panel circumferentially. By planishing as it is sitting there by its lonesome, you can more readily negate these effects.
If that is the case, how do you keep from deforming the face of the panel when the backing block and the underside of the weld don't align perfectly?
With any dolly that is used in a hammer-dolly operation, the dolly should closely match the contour of the panel it is held against, without corners touching. So if the panel is flat, the dolly should just off of flat, where the perimeter of the dolly does not touch, only the face in the center. In this fashion, the dolly touches weld proud on the back side, the hammer touches weld proud on the front side.
I've had many situations where I've had to do a lot more work to get rid of "ripples" around the welds where there once was a nice flat panel. For the longest time I couldn't figure out what was causing the deformation - I thought it was heat, but then I realized that when I was planishing the weld, I actually drove it down or off at an angle due to poor alignment on the backing block, and in doing so, bent the panel as it followed the weld.
As you indicated, poor alignment of the dolly. If you don't want deflection of the weld and thus the panel, the face of the dolly should be parallel to the panel surface, as should be the hammer face.
My latest patching effort I actually did zero planishing, allowing about 1/32 gap between the panels and taking my time with welding and grinding. With the exception of the erosions, there were no issues with dimpling.
One issue with using a gap is a greater chance of blowing holes. If you attempt a weld near the edge of a panel, it will tend to burn back at the edge as there is not as much heat sink and support for the weld puddle as when there is metal completely surrounding it. By the same token, using a gap increases this same possibility. As a workaround to issues like this, rather than reducing the heat and risking lack of weld penetration, here is a patch I installed where extra metal was left protruding out. This helps to eliminate the burn back at the edge of the panel, and the excess is trimmed off after dressing the welds.
A replacement was made and marked out on the inner fender..
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Took a reference measurement to insure any shrinking effects were properly planished out...
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Ice pick works well in marking the cutout pattern...
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Trimmed and fitted
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Tacked in place...
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Rear side
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After planishing and dressing the welds, re-checking the reference measurement....
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Next, gaps give a much greater chance of panel movement. Weld on either side of a set of **** weld clamps and see how much movement you see. If you have a low crown panel such as a quarter panel, with a seam horizontally through the middle, any welds along through that seam will pull at the surrounding metal, risking a loose oil can as the panel looses some of it's shape. With the panels tightly together, there is less risk of this, and your planishing is limited to a stretch to overcome any shrinking effect. With a gap and any panel movement, now your planishing is trying to overcome shrinking, and also to overcome any movement to restore proper crown to the panel. So where you did not have any "visible" rippling/dimpling, no doubt some shrinking still occurred where you did lose some crown in the panel.
In the interest of self improvement, where most people use the MIG as it is a "point and shoot" type device, Using TIG or O/A gas welding with filler rod would give a softer joint with less grinding. Both these are less tolerant of gaps in the panel as you are relying on yourself for the "feed speed". The ultimate goal would be a no-fill fusion weld with TIG or O/A. Both these methods require an absolute tight joint or there will be burn back. By using tight gaps, you are gearing your methods to more consistency where a transition to one of those preferred methods will be a more seamless one. Through consistency and constant improvement we better attain a panel that doesn't require as much/any filler, and the processes to attain said results start to become second nature (OCD of sorts). It's at this point where someone is getting to a skill level where they can metal finish a panel where no/minimal filler is needed at all. I hope to get there one day myself.
Thanks for all your help to this point.
It sounds more than anything that you just need to work on your hammer and dolly methods to eliminate the panel deflection. It also may be a case of too much planishing. We're primarily only trying to negate the shrinking effect at the point of initial planishing. Don't try to do it all right at the starting gate.
A couple of questions about planishing -
1) How much is enough? As I understand the concept, a weld is effectively a "dollop" of filler wire that melds with the surrounding metal at high temperatures. When the metal cools, it shrinks slightly. With a hammer and dolly, we're attempting to flatten the weld, which will cause it to expand and compensate for the shrinking.
So how do you know when enough is enough?
This is something that will vary from one person to the next or job to job based on panel thickness, wire used, technique, hammer force, weld dot size, etc. So my suggestion it to weld a test piece and see how it works for you. I've written this before but I've come to realize the sizes I gave earlier aren't as quick to show the changes, so we'll change it up a bit and see how it works. I'll preface this by saying that this "test subject" serves as a guideline only, and is intended to help you see the effects of shrinking and how the planishing counteracts those effects, more so than establishing a hard and fast measured amount. It is not intended to be the end all-be all of how much, but it should get you in the ballpark of a measured amount to keep the panel in relatively good shape with minimal warping effects during the initial planishing efforts.
For your planishing test subject, you need two sheet metal strips about 3/4" wide by about 12" long. These should be the exact thickness of what you will be using on your car/truck, and will be tacked together on the long edge. They will work best if you have a shear, as you can cut a piece 1-1/2" x 12 and then shear it through the middle for a perfect seam. Thinner pieces cut on the shear will tend to curl so you may need to flatten afterward. For you to see the effects of the shrinking and then the planishing, it works best to be a perfect cut through the middle, so using a shear will help tremendously.
Next, the process and specifically amount of planishing needed is going to be directly related to weld dot size and/or wire type/softness, etc.
Now that you have a fresh cut test piece, take your two pieces and align together TIGHTLY along the long sheared cuts and tack the seam at about 1/2" in from one end. (my samples in these pictures are not sized as indicated above, so ignore that part)
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DO NOT PLANISH at this point. Go another 1/2" and add another tack. Is there any change in panels positioning? Go another 1/2" and add another tack. What we are trying to do with this process is to monitor how much shrink is occurring. The first tack should "anchor" the two panels together at the end. With the panels tight together, each subsequent weld tack will start to shrink in both pulling the panels together and also shrinking in overall length along the weld. In effect, this will start to manipulate the panels where the individual pieces on the un-welded end try to overlap each other. So If you haven't seen this happen, keep welding dots at 1/2" spacing until it does happen.
Now that you see these panels overlapping, the next phase is to see how much planishing it takes to "undo" the overlap. Start at your anchor tack, and hammer and dolly once.
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Go to each subsequent dot and apply the same hammer and dolly in the same approximate force. The flat should be similar in size, but I'd gauge your effort more on hammer force than size of the flats. When you get to the end, check the overlap to see if it still interferes with adjacent panel fitment at the un-tacked end. If it still overlaps, start at the beginning, repeat the planishing of one dot at a time with only one hit per weld, monitoring overlap. When your panel overlap issue has been resolved, your weld dot planishing effort should be the number of hammer strikes per weld dot that it took to resolve the overlap, using approximately same striking force. This assumes your weld dots don't mysteriously grow in size to add the need for more planishing, so again the importance of OCD consistency. This planishing effort will not be the end of the metal bumping to your panel ie: once you get welding in your patch panel/hood scoop/etc. It is the initial needed to help relieve the shrinking effects so the differing forces will relax a bit. What we did in striking one dot once and then move to the next is only for test purposes to identify the number of strikes you needed per weld dot. After this initial planishing, any remaining planishing needed will be based on what the panel looks and feels like, high spots, low spots, etc after welding, initial planishing, weld dot grinding, and panel reading is completed.
Now that you have completed this, just for the heck of it, go to the first anchor dot, and start planishing it and it alone. Keep repeating until you see the adjacent ends start to separate as the weld dot is being stretched. Look at how wide the gap is. This approximates the amount of extra effort needed to overcome the shrinking and panel movement that happens when you leave a gap that size in the panel. It also demonstrates the differing planishing efforts that will be needed for inaccurate and inconsistent gaps. For any inconsistencies in your weld seam (gap size, weld dot size, etc), keeping track of what, where, and how much is the tricky part, and adds to the challenge of sorting out the panel where it can be finished with minimal filler. Some may be OK in using thick filler, but it doesn't take that much effort to become more consistent in your processes to eliminate such a need for excess filler. This importance of consistency is in all the processes, starting with tight gaps at fit up. Everything that you can do to keep consistency throughout from start to finish only makes the planishing efforts more consistent throughout, lessening the need to keep track of the errant what, where, and how much.
Glad to help!2) What do you do when you can't get to the back of the panel with a dolly? In some of the spots I'm working on, there's little or no access. In others, it's simply not possible for me to reach around to the other side of the panel to hold the dolly. I work alone, so an extra set of hand's isn't an option.
There are a few different considerations, mainly in locating weld seams to minimize the shrinking effects, especially on low crown panels such as the quarter panel. In most cases, a seam horizontally through the middle of a quarter panel is just asking for trouble as there is little shape (strength) in the panel to resist any movement/distortion from the shrinking, and why a weld here normally results in a severely caved in valley. (given no planishing to counteract the shrinking). For the most part one would put the weld up as high as possible, as most quarters have enough shape toward the top where the quarter slopes inward to help resist movement and distortion. It also puts the seam up where most if not all is better accessible for planishing. That is the normal scenario.
In other cases, the panel may be blocked by an inner wheelwell or other structure that prevents/discourages planishing the weld. In this case, one can be creative in making a dolly on a stick, say a piece of steel flat bar that would fit in the void, welded to a pipe to allow better reach (don't forget the dolly face should match panel contour without corners touching). I've also employed the assistance of my nephew in remote cases where his youth permitted more of a contortionist approach over what my body refuses to do anymore. This is also why it is important to planish those weld dots individually, and then grind them out of the way, front and back. This way two people can better work together on either side of a panel to planish out the welds, and find the correct weld dots in doing so. Next, you have the option of removing the outer wheelwell to better address an exterior panel that everyone will see, and then replace the wheelwell after you are satisfied with the metal bumping and finish work on the quarter.
Next, strategic weld placement can help to minimize shrinking effects and thus the need for planishing... Here is the start of a fabrication I did to repair a lift gate with pin hole issues.
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As far as panel fitment when it went together, the joints also were about as tight as you can get. This is important as it minimizes any panel movement, another thing that will help is consistency in your welds and overlap spacing, as it is INCONSISTENCY that is a major cause of panel deformation.
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As this was the last panel installed on this repair, I couldn't get to the back side for planishing in this panel. Here, as you'll see, weld location helps to minimize the effects of shrinking.
Welds in process....
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After welds were dressed.....
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Looking at the weld area, one would expect shrinking issues along the horizontal crown where the length of the weld (red arrow) would pull down into a valley, or toward the inside of the lift gate. Now looking at the reverse crown (vertical) as indicated by the yellow arrows, shrinking issues there will have a tendency to pull the weld outward. So in essence, the weld placement has been located such that these shrinking effects will help to counteract each other, for a virtually filler free repair. The results would been different if the panel's crowns both had been going the same direction.
So to summarize, if you have a choice in location for the weld, picking an area that has horizontal crown and vertical crown going in opposite directions will help to minimize the adverse effects on the panel from the shrinking issues. For locating welds in low crown panels, higher on the panel usually has more crown to help hold shape, or locating parallel to a prominent body panel crease will help to hold the shape.
Thanks for all your help to this point.
OP must be a shop teacher.
if you are not, well, you would make a fine teacher !!!