skeletron
Structural
- Jan 30, 2019
- 846
In a current project I'm dealing with an existing 18" raft slab r/w 20M @ 10" top, 25M @ 16" bot. As part of the new (replacement) machinery, there is a call to anchor these little motors to the slab. The issue that is coming up is that the Client is stating that the motors position needs to be fixed and, because of that, they need +/- 6" holes cored to allow for the tolerance of the position. They want to core through slab and top slab steel at (4) locations.
I'm opposed to drilling through the rebar, but I'm also preparing myself to search out for a repair solution. My current thoughts:
1. Drill in rebar and epoxy new rebar to "lap" next to the cut bar (probably not enough length to get anything meaningful)
2. Rebar couplers (never used these, and not sure you can bridge the 6" gap)
3. Grout the hole with some sort of fiber-mix (not sure I can quantify this other than it feels better than regular concrete)
4. Don't worry about it because it's max 4 cut bars over a much larger area
Anyone see a way to make this work with a legit mechanism?
I'm opposed to drilling through the rebar, but I'm also preparing myself to search out for a repair solution. My current thoughts:
1. Drill in rebar and epoxy new rebar to "lap" next to the cut bar (probably not enough length to get anything meaningful)
2. Rebar couplers (never used these, and not sure you can bridge the 6" gap)
3. Grout the hole with some sort of fiber-mix (not sure I can quantify this other than it feels better than regular concrete)
4. Don't worry about it because it's max 4 cut bars over a much larger area
Anyone see a way to make this work with a legit mechanism?