gazakat
Materials
- Jul 4, 2010
- 1
We have a 7800 m3 tank, 24.4 m dia x 18.3 high, (80' x 60') conical self supporting roof, welded steel, 6 x strakes @ 8' high, 2 @ 6', thicknes start at bottom 0.612 " to 0.25" at top.
We want to cut tank in half (vertically ) to transport to new site.
Need: 1 : help/suggestions to figure out best way to cut, and support during cutting and then transporting - in halves.
2: API 653 does not clearly state if we should cut plates in their 'staggered' pattern, ie along current welds, or if it is permissible to cut one verticle line from top to bottom. only 6" from HAZ...
Your help - suggestions appreciated
Gary
We want to cut tank in half (vertically ) to transport to new site.
Need: 1 : help/suggestions to figure out best way to cut, and support during cutting and then transporting - in halves.
2: API 653 does not clearly state if we should cut plates in their 'staggered' pattern, ie along current welds, or if it is permissible to cut one verticle line from top to bottom. only 6" from HAZ...
Your help - suggestions appreciated
Gary