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We could possibly broach the weld out of the inside of the larger tube by making a bushing that would fit inside the tubing and pressing a broach through, but I bet someone on here has a better method, so.TRY IT FREE TRY IT FREE Part 1. I really don't want to weaken the inner tube by milling a groove in it. To get the adjustment we want, the outer tubing on the bike stand will need to be ~18' long, which makes filing the weld out of the inside of the tube somewhat impractical. (This is for the frame of a bicycle repair stand that my son and I want to build.)įor similar situations in the past I've tried two different approaches:ġ) when the larger (outer) square tubing section is relatively short, file away the excess weld reinforcement that's present inside the tube so the tube fits reasonably well over the smaller (inner) tube, or,Ģ) mill a slot along the outside of the inner piece of tubing, deep enough to clear the weld 120' wall and the smaller (inner) tube is 1¼' square. What do you do when you want to have one piece of square tubing slide (i.e.- telescope) over another piece of square tubing, and don't want a real sloppy fit? For example, say the larger (outer) square tube is 1½' x. Does anybody know the correct way according to the rules? Do I separate the designation of this weld with two separate weld symbols which would correctly signify the type of weld or do I just put one weld type like the fillet, add the all around symbol and call it good? If use the former method I save congesting the drawing with a significant amount of weld symbols while the latter seems more appropriate but will riddle the drawing with many more weld symbols. Yes, it's welded all around, but there are actually two other weld types-flare bevel and bevel. How should I designate this type of weld with weld symbols? I see some guys just use one weld symbol with the all around designation and then put it as a fillet weld but it's not just a fillet weld. In this scenario you could use a flare bevel weld on two sides, a fillet weld on the inside corner, and a bevel weld on the outside corner. I suppose you would call this a closed corner joint applied to the tubing.
If you could picture the end of a square tube joined to the face of another square tube. I understand that 'all around' means that the weld should travel all around the joint that connects two members together and that this even applies as the weld bead changes directions. I'll use an example involving structural members because that is what I commonly come across. My question has to do with the application of the weld all around portion of a weld symbol. However, even the skilled welders with years of experience often don't have the objective answer I'm looking for because they just really never used or paid attention to the symbols during their time in the trade. I'm not a welder and so I will go out to the shop and ask actual welders questions often about what types of welds they will put on this part and that part and so on. I am fairly new to the CAD industry and one of the things that I have been asked to do is put weld symbols on drawings which is something fairly new for the company I work for.
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