Robbiee
Structural
- Jan 10, 2008
- 285
Hi all,
Looked at a parking garage where two walls were cracked at a couple of locations. The attached images show these cracks. It was clear to me that the cracks happened because the expansion joint in the roof deck was not continued into the walls. Now to repair, I am suggesting to create joints where the cracks happened. Being an existing condition, I was wondering what is the best and least costly way to create these joints to allow movement to happen? Would a control joint, (vertically reduced wall section at the ex. joint and filled with flexible joint filler) work? or do we need to have a joint matching the width of the existing expansion joint? If the latter is required at the location of Crack #1, the ramp retaining wall will become laterally free, which could shift.
Thanks for all inputs.
Looked at a parking garage where two walls were cracked at a couple of locations. The attached images show these cracks. It was clear to me that the cracks happened because the expansion joint in the roof deck was not continued into the walls. Now to repair, I am suggesting to create joints where the cracks happened. Being an existing condition, I was wondering what is the best and least costly way to create these joints to allow movement to happen? Would a control joint, (vertically reduced wall section at the ex. joint and filled with flexible joint filler) work? or do we need to have a joint matching the width of the existing expansion joint? If the latter is required at the location of Crack #1, the ramp retaining wall will become laterally free, which could shift.
Thanks for all inputs.