mzaitz
Structural
- Sep 15, 2005
- 30
Hello,
I looked at a building that was completed in 2011 that was constructed with insulated tilt up concrete panels with thin set brick (8" concrete, 2" insulation and 3" arch concrete). There are parts of the panels where they did not place the architectural layer of concrete and field built brick accents that stick out 1-2" past the face of the panel at quoins and at "pilasters". They also did this at the soldier course headers above windows. The thin set brick is cracked in many locations. The cracks are small but typically run vertical. There are diagonal cracks at some typical locations at the corners of the accent locations. I am trying to determine a likely cause for the cracking and have not seen any obvious issues with the structure (no settlement, etc). The worst cracking appears at the windows. I am thinking many of them may have initiated during lifting but no proof as to that theory. Any thoughts on what causes the cracking?
Thanks,
Mike
I looked at a building that was completed in 2011 that was constructed with insulated tilt up concrete panels with thin set brick (8" concrete, 2" insulation and 3" arch concrete). There are parts of the panels where they did not place the architectural layer of concrete and field built brick accents that stick out 1-2" past the face of the panel at quoins and at "pilasters". They also did this at the soldier course headers above windows. The thin set brick is cracked in many locations. The cracks are small but typically run vertical. There are diagonal cracks at some typical locations at the corners of the accent locations. I am trying to determine a likely cause for the cracking and have not seen any obvious issues with the structure (no settlement, etc). The worst cracking appears at the windows. I am thinking many of them may have initiated during lifting but no proof as to that theory. Any thoughts on what causes the cracking?
Thanks,
Mike