SperlingPE
Structural
- Dec 27, 2002
- 591
The anchor rods for a PEMB project were placed in one of the following ways:
1. Concrete for the pad footing was placed, the anchor rods were pushed into the concrete, the concrete was consolidated.
2. Concrete for the pad footing was placed, the concrete was consolidated, the anchor rods were pushed into the concrete, the concrete was "consolidated" again.
There are tension loads on the anchor rods.
The PEMB suppliers indicates that four anchor rods were used on all the columns, but four anchor rods were not always needed to resist the loads.
My contention is...........
In the first scenario, while not ideal and not done as indicated on the plans, the concrete has formed around the anchor rods. Hopefully the anchor rods are fairly straight.
In the second scenario, it is unknown whether the concrete has formed around the anchor rods.
Comments welcome....
In the second scenario what are the options to ensure that I have anchor rods able to resist the applied loads?
This is what I have come up with.....
1. Tension test the anchor rods after the concrete has come up to strength. Can this be done as soon as 7 days after placement?
2. Cut the anchor rods off and request new base plates to install post installed anchors.
3. Remove and re-pour the footings.
1. Concrete for the pad footing was placed, the anchor rods were pushed into the concrete, the concrete was consolidated.
2. Concrete for the pad footing was placed, the concrete was consolidated, the anchor rods were pushed into the concrete, the concrete was "consolidated" again.
There are tension loads on the anchor rods.
The PEMB suppliers indicates that four anchor rods were used on all the columns, but four anchor rods were not always needed to resist the loads.
My contention is...........
In the first scenario, while not ideal and not done as indicated on the plans, the concrete has formed around the anchor rods. Hopefully the anchor rods are fairly straight.
In the second scenario, it is unknown whether the concrete has formed around the anchor rods.
Comments welcome....
In the second scenario what are the options to ensure that I have anchor rods able to resist the applied loads?
This is what I have come up with.....
1. Tension test the anchor rods after the concrete has come up to strength. Can this be done as soon as 7 days after placement?
2. Cut the anchor rods off and request new base plates to install post installed anchors.
3. Remove and re-pour the footings.