gertv
Industrial
- May 16, 2010
- 5
Good day Gentlemen,
I am currently working in Africa on a project (SAP Plant)
I have a problem with Acid storage tank Diameter 25.600m & Height 11.200m
Volume 5600 m³ (Cubes) (Carbon steel Tank)
On The bottom plate that gets welded to bottom annular plate API states 6mm gap between the plates with backing stip.
But with the installation of the first side wall plate the floor plates moved and now there is a gap between 20mm & 29mm over a length of 11 meters.
Is there a welding procedure for this big gap, as the heat input & HAZ is a very big concern for me?
Or must I get welding procedure from AIA.
Any advice on this matter will be appreciated.
Regards,
Gert.
I am currently working in Africa on a project (SAP Plant)
I have a problem with Acid storage tank Diameter 25.600m & Height 11.200m
Volume 5600 m³ (Cubes) (Carbon steel Tank)
On The bottom plate that gets welded to bottom annular plate API states 6mm gap between the plates with backing stip.
But with the installation of the first side wall plate the floor plates moved and now there is a gap between 20mm & 29mm over a length of 11 meters.
Is there a welding procedure for this big gap, as the heat input & HAZ is a very big concern for me?
Or must I get welding procedure from AIA.
Any advice on this matter will be appreciated.
Regards,
Gert.