Powder Coating And welding
Powder Coating And welding
(OP)
I am a new structural engineer.I am reviewing some comments on shop drawings. We have a steel beam to steel column welded connection. The architect has told me that he cannot do that since the beams are powder coated. So you cannot weld powder coated members?





RE: Powder Coating And welding
If you try to weld steel coated in plastic two things will happen.
1. The plastic will melt.
2. The melted plastic may contaminate the weld.
RE: Powder Coating And welding
I thought, you can scrape the powder coat or leave the area where the weld is w/o any powder coat. Weld the members and then spray paint at the weld.
RE: Powder Coating And welding
4. Plastics are a nutritious source of both hydrogen and carbon.
RE: Powder Coating And welding
I talked to some engineers here. They told me in the shop, the area where the weld is too be applied is left w/o any coat. It is welded on field and then spray painted.
RE: Powder Coating And welding
RE: Powder Coating And welding
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RE: Powder Coating And welding
So I should let the architect know that they basically do not powder coat around the area where the members are present.
RE: Powder Coating And welding
but not usually worth it.
RE: Powder Coating And welding
Depending on a whole bunch of things some distance away from the welding site will get hot. It may get hot enough to affect the powder coat in various ways - none of them good.
So how far away do you need to not apply powder coat?
It's not exactly clear from your posts what the roles or relationship between your company and the architect are. However it is clear that communication between the two of you hasn't happened in any meaningful fashion yet. Find out what his specific concerns are so that you can address them.
RE: Powder Coating And welding
Typically paint is blocked in welded areas and repaired/painted in the field after welding and inspection. During steel erection, there are always painted areas that require repair.
As mentioned above. There is a difference in powder coating and painted steel.
http://www.FerrellEngineering.com
RE: Powder Coating And welding
RE: Powder Coating And welding
http://www.FerrellEngineering.com
RE: Powder Coating And welding
RE: Powder Coating And welding
http://www.FerrellEngineering.com
RE: Powder Coating And welding
When compressed by the bolt force between a plate and the beam, this thick of a plastic layer will act more like a soft rubber gasket or sponge and deform and compress. There will be less - but not zero - friction force between the two structural items; and so the load between the two will carried by the shear force of the bolts compared to the high steel-to-steel clamping force usually found in structural joints.
Don't be surprised if assembly and sliding (or wedging) forces damage the powder coat either. Crane lifting? Forklifts? Truck shipping and simple pallet movement and part-to-part vibration and scrapes need to be avoided. Hate to say it, but powder coating really is a very fragile finish compared to what steel erectors usually use - which is primered and painted raw steel that they expect will "always be refinished."
Usually, I find that 1/2 - 3/4 inch of a powder coat finish is completely destroyed (MUST be destroyed!) by the heat of the welding. As mentioned above, at least this much needs to be cleaned/removed before welding to avoid contaminating the weld with the melting/burning plastic. Beyond that, about 3/4 to 1 inch of the plastic will be heat-damaged, softened, distorted or discolored. You can buy commercially "overspray" or powder coat look-alike repair "paints" but they are difficult to use, and look like what they actually are: a shaky-looking repair job.
Typical sequence: Build it and fit it and tack it in a jig. Weld up completely and inspect (dye penetrant or mag particle, visual inspection at a minimum.) Move to the powder coat spray booth/oven, or ship off site to the powder coat contractor. Coat it, return it, attach rest of the parts, ship it.
RE: Powder Coating And welding
I am presuming that this is an appearance critical " Looking Good" piece at the front of a building, or in an area everybody can see.
If you have not made the part yet, mask off at least an inch to 1 1/2" from the weld joint. If you have made the part and powder coated it already, use tombstone tape masking, and sandblast the powder coating away from the weld area. Disc grinding will not get all of the resin out of the pits in the steel unless the surface is extremely smooth.
If you do, have to weld on the stuff, 7014 iron powder rods lay down best against the contamination, if you can handle the reduction in strength.
B.E.
The good engineer does not need to memorize every formula; he just needs to know where he can find them when he needs them. Old professor
RE: Powder Coating And welding
I like the quote in your signature. My best/favorite professor use to say "real life is open book"
http://www.FerrellEngineering.com
RE: Powder Coating And welding
Don't ever go there again.
The connections were designed by your company.
That means that your company bears the full responsibility for designing them correctly.
More importantly, your company bears the full responsibility if the connection fails.
The architect presumably hires your company because it has expertise in structural design.
Now he is forced to spend his time and budget to review your work in detail because you have demonstrated that you are not capable of reviewing it yourself.
You're lucky that he caught your error now and told you. Otherwise it would be much more costly for you to fix later.
You should thank the architect for catching this, apologize profusely for your error and hope that he comes back to your firm for more design work in the future.
RE: Powder Coating And welding
That's too harsh. I agree with the architect that powder coated members can't be connected by welding, but how would NewbieStruct have known that the structural steel was to be powder coated? That is certainly an unusual and inappropriate practice. And who else is going to design the connections, if not the structural engineer?
RE: Powder Coating And welding
The assembly certainly could be powder-coated and welded, but IMHO the architect failed in his responsibility to inform the structural guys that (s)he wanted to do something very unusual, OR the structural guys failed to read and understand whatever notice was provided, e.g. in an extra-thick specification.
( I.e.,
- The HAZ could be masked and not powdercoated, and hidden by a fascia or other construction detail.
- The completed welded assembly could be electrostatically powdercoated in situ, and baked in place by means of a temporary oven.
- The joints could have been specified as masked and bolted, with the bolts concealed, etc.
Painting to match the powdercoat is pretty much impossible. )
Mike Halloran
Pembroke Pines, FL, USA
RE: Powder Coating And welding
RE: Powder Coating And welding
RE: Powder Coating And welding
RE: Powder Coating And welding
Such coatings would most definitely have to be removed from the area to be welded to prevent porosity in the welds and to minimize the introduction of hydrogen into the weld pool.
The welds and the surrounding area would have to be cleaned to ensure proper adhesion of paint to the steel or it would peel off in short order.
Bolted connections designed as snug tight would result in the least damage to the paint and overcome the problems associated with pretensioned bolted connections. Locknuts could be used if there is a concern with vibration and loosening of the snug tight bolts.
Some damage to the paint is inevitable, but the erector can take some precautions to minimize damage to the paint if he is made aware of the concerns before awarding the bid and providing a level of oversight on the job commensurate with the concern.
Best regards - Al
RE: Powder Coating And welding