wijgeng
Structural
- Dec 23, 2014
- 27
I am curious if anyone has any experience or knowledge regarding the effect that construction marking paint applied to non-epoxy coated rebar might have on bond strength (i.e., development length). Specifically, we are constructing large, circular foundations that require personnel to walk on top of the top mat of rebar. In order to "improve safety", it has been decided that they will spray paint a 4' wide "walk-way" all the way up the foundation. This results in a 4' wide by 30' long strip of rebar that is covered in paint (at least on the top half of the bars).
My concern is that this might act to debond the rebar from the concrete which would result in an increase in development length (similar to classifying these bars as epoxy coated rebar). However, I think that this case might even be worse than epoxy bars because the epoxy is fused to the bars whereas this spray paint is simply applied to the surface of the bar.
Any thoughts or concerns on this practice?
Thank you!
My concern is that this might act to debond the rebar from the concrete which would result in an increase in development length (similar to classifying these bars as epoxy coated rebar). However, I think that this case might even be worse than epoxy bars because the epoxy is fused to the bars whereas this spray paint is simply applied to the surface of the bar.
Any thoughts or concerns on this practice?
Thank you!