damorim
Structural
- Jun 8, 2016
- 63
Hello,
We're looking at an overhead sign structure that has a vertical shaft flange to cantilever arm flange connection. All elements including fasteners are galvanized. Bolt holes were only oversized by 2mm and we're finding that the bolts are not fitting into the holes due to zinc pick-up within the hole (this was a mistake, we know holes should have been oversized 3mm which we've done many many times without issues). I've advised to ream out the holes to allow the bolt to fit. Galvanizing within the hole (on the reamed surface) will likely be completely removed... Is this a concern? Will the adjacent galvanizing and the galvanized bolt protect this exposed area? It's way up in the air and connection is generally "sealed" w/ a double washer. Or is some treatment of the reamed holes recommended?
Thanks!
We're looking at an overhead sign structure that has a vertical shaft flange to cantilever arm flange connection. All elements including fasteners are galvanized. Bolt holes were only oversized by 2mm and we're finding that the bolts are not fitting into the holes due to zinc pick-up within the hole (this was a mistake, we know holes should have been oversized 3mm which we've done many many times without issues). I've advised to ream out the holes to allow the bolt to fit. Galvanizing within the hole (on the reamed surface) will likely be completely removed... Is this a concern? Will the adjacent galvanizing and the galvanized bolt protect this exposed area? It's way up in the air and connection is generally "sealed" w/ a double washer. Or is some treatment of the reamed holes recommended?
Thanks!