Whip and pause opinions (non structural)
Posted: Sun Nov 08, 2015 4:21 am
Hi. I'm going to bring up the age old whip and pause debate for a moment.
I have been building working for a mate building trailers for a year or so now and have been using a CIG 250 Transmig the whole time. I can lay some mean beads with the beast and have grown quite fond o whip and pause while MIG welding.
I have picked up some work in my own time making generator housings and a large lot of work benches out the back of his shop (which is 200km from home!!!!, no mig for me). He is leasing a shed and holding for a company which will be removing their goods next week. In the meantime I am fabricating on a large piece of plate in a yard....a lot of wind. He wants all the workbenches ready before his shed is free so all is action on next monday. I have decided to use my unimig 140 DC inverted as the whole project will be mainly 35x35x2/ 3mm sheeting for benches, and 2mm sheeting for the generator housings........the channel frames have already been welded, up.
He is picky about his outward appearance (understands the limitations of stick welding though, and the fact I am working for free at this point to help out!) and likes all his welds looking like a stack of dimes. I know you are not supposed to whip and pause 7014, but he insists they match a few test pieces he was looking in my shed.
Here's the dilemma. I have only started to stick weld yesterday and I know the basics behind rods, flux and materials. I have only pulled a few welds (probably 10) in the last day, and messed around with 6010 and 6013 CIG rods, both 3/32. It didn't seem to hard and i'm quite happy with the results. Id be happy for free as well. (These are all stringers obviously, 3mm flat in T joints using CIG GP 6013's)
Here's where things get hazy. I was mucking around with 6010 and whip/pausing on some sheet (3mm) so i didn't blow through. Welds came out nice and hap a wicked set of dimes/v's depending on spacing. Tried with the 6013 and it looked even better.....kinda like mig welds. No undercut, perfectly flat, even toe. I have heard that this is a huge no-no with 6013/7014 and such. I did a few bends ob the press, and a few smashed with the sledge with stringers and whip and pauses (both 6013) and all were within a general margin of error. Some of the whip and pause dime welds held better, some worse. I have cut a few into sections and there is no slag inclusions mid weld. A few tiny bits at the start/restart areas though (about the size of a grain of sugar right in the corner).
My mate really likes the look of the dimes when primed and painted. Very slick. I don't want to get in a bad habit though. It's not my steel, my money and so on. What do I do? If it is not structural, and there is no inclusion, is their any harm in whip and pausing sheet with general position rods? I ran a few 7014 rods and they looked like heaven with a whip and pause. I have only been stick welding for a day though, and don't want to get in a habit of this if it is seriously frowned upon. I can alo weave them and get a nice pattern. Not sure if that is accepted or not. From what i noticed, at 85A the arc has enough force to push the slag a fair bit behind the forming pool, and as long as i don't dip into the slag, inclusions don't happen (different story at 75A). I tried a few murex Speedex 13 rods and they were impossible to whip and pause as the slag would run up the arc instantly when you back up to reinforce, and if you do do it perfectly, there is still minor inclusions mid weld.
Again, these are not structural in any way. The workbenches are that overbuilt they could support a engine block with a few tacks! on each corner. The generator's will be rented out and have his company name all over so he is more worried about presentation.
Thanks for the help, and reading through my wall of text. I have only started to stick weld yesterday, and would like to clarify a little on critical vs non critical techniques, and whether I am leading myself to a laughing stock. I showed a mate a few of the welds and he assumed they were migged, and when i told him they were 6013 whip and pause he looked at me like I was Charles Manson......then got me to run a fillet on 6mm plate (1/8 7014 at 125A), smacked it around, etched it and ate his words of "guaranteed inclusion/lack of penetration"
Basically, will I get eaten alive if i did this at work one day? Keep in mind I am not a qualified welder....just a 2nd class welder who normally stitches up 1.6mm/2.5mm sheet on trailers! No formal training. Just helping out a mate setting up a new business (after the last welders disappeared mid job after being paid...)
I have been building working for a mate building trailers for a year or so now and have been using a CIG 250 Transmig the whole time. I can lay some mean beads with the beast and have grown quite fond o whip and pause while MIG welding.
I have picked up some work in my own time making generator housings and a large lot of work benches out the back of his shop (which is 200km from home!!!!, no mig for me). He is leasing a shed and holding for a company which will be removing their goods next week. In the meantime I am fabricating on a large piece of plate in a yard....a lot of wind. He wants all the workbenches ready before his shed is free so all is action on next monday. I have decided to use my unimig 140 DC inverted as the whole project will be mainly 35x35x2/ 3mm sheeting for benches, and 2mm sheeting for the generator housings........the channel frames have already been welded, up.
He is picky about his outward appearance (understands the limitations of stick welding though, and the fact I am working for free at this point to help out!) and likes all his welds looking like a stack of dimes. I know you are not supposed to whip and pause 7014, but he insists they match a few test pieces he was looking in my shed.
Here's the dilemma. I have only started to stick weld yesterday and I know the basics behind rods, flux and materials. I have only pulled a few welds (probably 10) in the last day, and messed around with 6010 and 6013 CIG rods, both 3/32. It didn't seem to hard and i'm quite happy with the results. Id be happy for free as well. (These are all stringers obviously, 3mm flat in T joints using CIG GP 6013's)
Here's where things get hazy. I was mucking around with 6010 and whip/pausing on some sheet (3mm) so i didn't blow through. Welds came out nice and hap a wicked set of dimes/v's depending on spacing. Tried with the 6013 and it looked even better.....kinda like mig welds. No undercut, perfectly flat, even toe. I have heard that this is a huge no-no with 6013/7014 and such. I did a few bends ob the press, and a few smashed with the sledge with stringers and whip and pauses (both 6013) and all were within a general margin of error. Some of the whip and pause dime welds held better, some worse. I have cut a few into sections and there is no slag inclusions mid weld. A few tiny bits at the start/restart areas though (about the size of a grain of sugar right in the corner).
My mate really likes the look of the dimes when primed and painted. Very slick. I don't want to get in a bad habit though. It's not my steel, my money and so on. What do I do? If it is not structural, and there is no inclusion, is their any harm in whip and pausing sheet with general position rods? I ran a few 7014 rods and they looked like heaven with a whip and pause. I have only been stick welding for a day though, and don't want to get in a habit of this if it is seriously frowned upon. I can alo weave them and get a nice pattern. Not sure if that is accepted or not. From what i noticed, at 85A the arc has enough force to push the slag a fair bit behind the forming pool, and as long as i don't dip into the slag, inclusions don't happen (different story at 75A). I tried a few murex Speedex 13 rods and they were impossible to whip and pause as the slag would run up the arc instantly when you back up to reinforce, and if you do do it perfectly, there is still minor inclusions mid weld.
Again, these are not structural in any way. The workbenches are that overbuilt they could support a engine block with a few tacks! on each corner. The generator's will be rented out and have his company name all over so he is more worried about presentation.
Thanks for the help, and reading through my wall of text. I have only started to stick weld yesterday, and would like to clarify a little on critical vs non critical techniques, and whether I am leading myself to a laughing stock. I showed a mate a few of the welds and he assumed they were migged, and when i told him they were 6013 whip and pause he looked at me like I was Charles Manson......then got me to run a fillet on 6mm plate (1/8 7014 at 125A), smacked it around, etched it and ate his words of "guaranteed inclusion/lack of penetration"
Basically, will I get eaten alive if i did this at work one day? Keep in mind I am not a qualified welder....just a 2nd class welder who normally stitches up 1.6mm/2.5mm sheet on trailers! No formal training. Just helping out a mate setting up a new business (after the last welders disappeared mid job after being paid...)