Althalus
Structural
- Jan 21, 2003
- 152
My company is both an engineering and fabrication business for pre-fab industrial steel structures.
The problem we're having is the fit-up between two sets of assemblies. Lego block 1 has two points that fasten to Lego block 2 (for example). The two fasten points are 10 ft apart. AISC's 0.2% tolerance allows for about 1/4" out-of-true dimension. That means the holes won't line up. Things get worse when we have fasten points farther apart.
So, one of the things we're looking at is the bolt hole sizes. We're using 1" dia bolts instead of 3/4" bolts as a standard, so we can have that 1/8" extra wiggle room for the hole size. We also have a plasma cutter that is said to be accurate to 1/64". So, we could take advantage of the 1/16" allowable tolerance on bolt hole size, giving us a total of 3/16" dia wiggle room.
What are some of the mechanisms you use to remedy the bolt fit up issues on your jobs?
The problem we're having is the fit-up between two sets of assemblies. Lego block 1 has two points that fasten to Lego block 2 (for example). The two fasten points are 10 ft apart. AISC's 0.2% tolerance allows for about 1/4" out-of-true dimension. That means the holes won't line up. Things get worse when we have fasten points farther apart.
So, one of the things we're looking at is the bolt hole sizes. We're using 1" dia bolts instead of 3/4" bolts as a standard, so we can have that 1/8" extra wiggle room for the hole size. We also have a plasma cutter that is said to be accurate to 1/64". So, we could take advantage of the 1/16" allowable tolerance on bolt hole size, giving us a total of 3/16" dia wiggle room.
What are some of the mechanisms you use to remedy the bolt fit up issues on your jobs?