Hot Dip Galvanizing Draining/Venting
Hot Dip Galvanizing Draining/Venting
(OP)
Does anyone know of a good reference for how to detail vent/drain holes for galvanizing closed shapes like HSS or dodecagonal poles?
Is this something I might consult the galvanizer on?
Is this something I might consult the galvanizer on?






RE: Hot Dip Galvanizing Draining/Venting
If location and size are critical, put it in the design details. I would consult a galvanizer for general parameters.
RE: Hot Dip Galvanizing Draining/Venting
I'm handling the detailing on this one as well.
I don't know how common it is, but in our office, we usually handle our own detailing as engineers, especially on things where details are critical to performance. I have wondered for a long time how common this is.
RE: Hot Dip Galvanizing Draining/Venting
RE: Hot Dip Galvanizing Draining/Venting
Lots of info on the AGA website...
http://w
RE: Hot Dip Galvanizing Draining/Venting
Thanks. I was looking all over that site earlier and couldn't find this!!
Thanks
Toad
RE: Hot Dip Galvanizing Draining/Venting
RE: Hot Dip Galvanizing Draining/Venting
Let's say I have a 4 x 4 tube with a cap on one side and a base plate on the other. Venting is sufficient. How much zinc ends up in the tube? It seems that while the tube is being rotated to drain the zinc out the vent holes, a lot of it will be solidifying inside the tube. And I'm guessing the galvanizer doesn't like to waste zinc inside of members.
RE: Hot Dip Galvanizing Draining/Venting
If a tube is completely sealed by cap and welds, why galvanize the interior? The vent holes are to release the pressure, and the process should be quick enough to avoid significant amount of material from getting inside of the tube. I guess the name "hot DIP (not submerge) galv.." suggests that.
RE: Hot Dip Galvanizing Draining/Venting
ToadJones,
Another reference on vent hole requirement, from Australia.
http://www.ingal.com.au/FAQ/faq13.html
RE: Hot Dip Galvanizing Draining/Venting
RE: Hot Dip Galvanizing Draining/Venting
http://w
Best thing would be to speak to a galvanizer about vent holes, if they don't think the tube is sufficiently vented, then I doubt they would put it in their bath.
RE: Hot Dip Galvanizing Draining/Venting
RE: Hot Dip Galvanizing Draining/Venting
This is precisely why I want to make sure that holes are located properly.
I think those well versed in this area know the manner in which items are submergered and brought back out of the bath. They have a good idea of where the zinc needs to drain out and they are sure to locate the holes to mitigate the zinc puddling inside.
RE: Hot Dip Galvanizing Draining/Venting
Placement is also very dependant on how the item is dipped (ie. which end goes in first and at what angle). When we had some semi-trailers dipped the galvanizer came out and we discussed the angle things would go into the tank and he marked where he wanted the holes. If your project is for a sufficent number of parts that might be a good option.
Also in your earlier reply I think you intended to say that parts CAN explode when dipped rather than cant. ;)
RE: Hot Dip Galvanizing Draining/Venting
Yes, I was assuming that the hole placement depended on how the item was dipped. I am going meet with the fabricator and galvanizer prior to wrapping up the details.
Thanks
RE: Hot Dip Galvanizing Draining/Venting
I think Gump was referring to the detailing fabricators do, not engineering details. I agree with his answer. The fabricator and galvanizer will likely have different ideas about where the holes should go depending on the specific dipping procedures. We recently procurred some galvanized hand rail. We showed holes where we thought they should be but included a note stating that the sizes and locations could be adjusted subject to owner approval.
RE: Hot Dip Galvanizing Draining/Venting
If the pole is too small to get inside and seal weld, we make the hole in the BP the same size as the shaft and have it completely open so the zinc can wash through. This does make for a thicker BP, but you never have to worry about water building up inside.
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I have been called "A storehouse of worthless information" many times.
RE: Hot Dip Galvanizing Draining/Venting
Does a full-pen weld mitigate the acid-in-your-crack problem?
The pole is not big enough to stand up in and was hoping to avoid having the pole nested in the base plate.
RE: Hot Dip Galvanizing Draining/Venting
The pole fabricator usually has a method they follow to allow for good galvanizing drain.
The other problem with poles is the way they are set on the bolts. Do not let them grout the base. Water will build up inside the shaft and rust the anchor bolts or the pole. I saw a bus column in a substation with 6 feet of water inside because there was no drain or a clogged drain hole with grout. Keep the distance between the top of concrete and the bottom of the base plate under 2 bolt diameters so you don't have to consider bending in the bolts. Look at ASCE 113 and ASCE 48 for some equations and further explanations. (I helped write the one in ASCE 113).
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I have been called "A storehouse of worthless information" many times.
RE: Hot Dip Galvanizing Draining/Venting
a 12 sided backing bar might be tough to fab, no?
RE: Hot Dip Galvanizing Draining/Venting
since you seem to be knowledgeable in this area, can you answer me this...why do most of the allowable stresses in ASCE 48 go all the way up to yield?
Even in the baseplate design it ASCE 48 appears to let you set fb=FY.
RE: Hot Dip Galvanizing Draining/Venting
AFA ASCE 48, I know most of the people on the committee and Utility work is an entire sub-industry unto itself. Although the transfer of electrons from power plant to the home is very necessary, it is not a life threatening function like a bridge that must withstand all natural events or a building which houses human life. The Bridge and building industries pile overloads up and take stress reductions on the materials. In our industry we must balance the need to transfer electricity at a reasonable cost. Can we design the poles and towers to withstand a 10,000 year event? Yes, if you don't mind paying 4 to 10 times the cost you currently pay for electricity.
It mostly stems from the NESC which specifies the minimum overload factors to apply to the loads. Even the hurricane wind loads are for a 50 year MRI storm and we usually apply an OLF on top of that. So we apply loads with OLF and design up to the yield of the material. We recognize that the material will go beyond yield before the structure collapses. Our industry is one of the few that accepts structure failure when the load condition is exceeded. We design them for a 50 year MRI storm and when they fall down in a rare extreme event, we go out and restore the structure or build a temporary one to put the lines back up.
A transmission pole line is a distributed structure that can run for hundreds of miles. An extreme wind event may encompass one or 2 poles out of a 10 mile line and we may lose 1 pole because the wind front does not act on the entire span of conductor which are mostly stranded aluminum and a steel core wire that are up to 2 inches in diameter.
Sorry for the long dissertation but I can't help myself once I get going.
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I have been called "A storehouse of worthless information" many times.