Canucks1010
Structural
- Sep 27, 2016
- 20
Hi All,
My Client has an existing concrete slab that he wants to cut back by approximately 2 feet. The slab is 12" thick and 48" wide, with a single layer for rebar at the top and bottom.
Cutting back the slab poses no structural concerns. I am just wondering how we should finish the cut end - ie. when cut, we will have a surface with exposed rebar.
What would be the best path forward to protect this cut end? I was thinking one of the following
1. Bush hammer back to expose 2" of existing reinforcement. Then case a grout end cap to achieve 2" of concrete cover.
2. Similar to the above, but cast new concrete.
Would exposing the existing rebar be required, or can we just bush hammer to roughen the surface and cast a 2" cold joint with grout?
Is there an epoxy coating I can use instead to avoid casting concrete/grout?
Many thanks!
My Client has an existing concrete slab that he wants to cut back by approximately 2 feet. The slab is 12" thick and 48" wide, with a single layer for rebar at the top and bottom.
Cutting back the slab poses no structural concerns. I am just wondering how we should finish the cut end - ie. when cut, we will have a surface with exposed rebar.
What would be the best path forward to protect this cut end? I was thinking one of the following
1. Bush hammer back to expose 2" of existing reinforcement. Then case a grout end cap to achieve 2" of concrete cover.
2. Similar to the above, but cast new concrete.
Would exposing the existing rebar be required, or can we just bush hammer to roughen the surface and cast a 2" cold joint with grout?
Is there an epoxy coating I can use instead to avoid casting concrete/grout?
Many thanks!