dakota99
Structural
- Feb 23, 2005
- 21
I am looking at using a 12" diameter corten A606 steel (weathering steel) tube that will be filled with concrete for some supports on a pier located in a small city pond. The Corten steel shell is only for architectural reasons, I do not need any bond between the two materials. Being that the steel will naturally rust, should I be concerned with the concrete spalling at the interface between the two materials? Has anybody ever grouted a Corten steel column?