KHoff
Structural
- Aug 20, 2013
- 60
I am working on a project that is currently under construction that includes a three story wood framed apartment building with an underground parking garage framed with precast (hollowcore planks and inverted tees). The precast is topped with minimum 2" thick composite concrete. A rectangular precast beam was used over the overhead door at the garage entrance. This beam was recently hit with construction equipment, causing damage to the precast beam and concrete topping over the beam. The precast engineer is handling repairs to the beam, but I am being asked to provide a repair detail for the topping. Loose concrete has been chipped away, exposing a fairly significant amount of concrete topping lost (see attached picture). To further complicate the issue, a sill plate for an exterior wood stud wall will have to be anchored to the concrete at the location of the repair.
Here is my initial thought for the repair:
1. Drill & epoxy threaded rod into sound concrete for anchorage of the sill plate. Protect threads during concrete repair.
2. Drill & epoxy dowels along edge of concrete repair area. Lap dowels with continuous rebar at short ends of repair area.
3. Apply repair product such as LATICRETE L&M.
4. Bolt sill plate down with previously installed threaded rod.
I am going back and forth on using a repair product as listed above or using a modified concrete mix. I have concerns with pouring concrete due to the variation in the thickness and issues with aggregate size.
Please let me know if you have any thoughts or suggestions. I appreciate any input.
Here is my initial thought for the repair:
1. Drill & epoxy threaded rod into sound concrete for anchorage of the sill plate. Protect threads during concrete repair.
2. Drill & epoxy dowels along edge of concrete repair area. Lap dowels with continuous rebar at short ends of repair area.
3. Apply repair product such as LATICRETE L&M.
4. Bolt sill plate down with previously installed threaded rod.
I am going back and forth on using a repair product as listed above or using a modified concrete mix. I have concerns with pouring concrete due to the variation in the thickness and issues with aggregate size.
Please let me know if you have any thoughts or suggestions. I appreciate any input.