pbc825
Structural
- May 21, 2013
- 103
Does anyone have experience repairing umbrella style roofs on API storage tanks? If so, has anyone been a part of a repair in which the roof was damaged by vacuum pressure (i.e. buckled from the central vent to the wall) and repaired by pressurizing the tank to "pop out" the damage? Is it possible, or has it been done before? What potential problems might a contractor need to look out for? My primary concerns are as follows:
1) Will there be yield lines or local defects to contend with following the repair?
2) Will the dynamic nature of the repair risk rupture at the knuckle region (or any other areas)?
1) Will there be yield lines or local defects to contend with following the repair?
2) Will the dynamic nature of the repair risk rupture at the knuckle region (or any other areas)?