marinaman
Structural
- Mar 28, 2009
- 195
I've got a client who wants to take an existing site wall, and due to a slight new grade requirement, extend the wall vertically another 6" or so.
The existing wall is 8" thick, about 50' long, and was built 20+ years ago. The top of the existing concrete wall has chamfered edges.
Here are my thoughts to do this:
- If any poor concrete areas are identified, they must be chipped out from the existing wall.
- The top surface of the existing concrete must be roughened.
- Dowels out of the old and into the new must be epoxied into place.
- Some configuration of reinforcing must be determined for the 6" tall by 8" thick continuous extension.
- The existing surface must be prepared with a bonding agent.
- The extension formed
And here's the kicker........what would be poured into the form? Do you guys have any suggestions for such a narrow and thin wall extension?
If typical concrete is used, I'd want low w/c ratio (<0.40), high flowability (slump > 6"...not gotten by adding water but by superplasticer), small aggregate, and admixture added for shrinkage compensation. Should I go this route, or have the GC by a pre-packaged mix of this type? Does a pre-packaged mix of this type even exist?
The existing wall is 8" thick, about 50' long, and was built 20+ years ago. The top of the existing concrete wall has chamfered edges.
Here are my thoughts to do this:
- If any poor concrete areas are identified, they must be chipped out from the existing wall.
- The top surface of the existing concrete must be roughened.
- Dowels out of the old and into the new must be epoxied into place.
- Some configuration of reinforcing must be determined for the 6" tall by 8" thick continuous extension.
- The existing surface must be prepared with a bonding agent.
- The extension formed
And here's the kicker........what would be poured into the form? Do you guys have any suggestions for such a narrow and thin wall extension?
If typical concrete is used, I'd want low w/c ratio (<0.40), high flowability (slump > 6"...not gotten by adding water but by superplasticer), small aggregate, and admixture added for shrinkage compensation. Should I go this route, or have the GC by a pre-packaged mix of this type? Does a pre-packaged mix of this type even exist?