bmoorthy
Mechanical
- May 29, 2003
- 457
I have an existing PQRT with Single layer of Electro Slag Strip Clad applied on a 30mm thick Carbon steel plate. The PQRT meet all the specification requirement.
Due to Clients requirement (Client does not accept single layer technique) we have to give 2 layers. Hence the WPS is prepared with 2 layers.
Qualification as per section IX ASME is called for in the specification.
Now refering to QW 258.1 (Table) against 410.38 change Multiple to single is shown in the table.
on refering to paragraph QW 410.38: In this paragraph " A change from multiple layer to single layer cladding/hardfacing, or vice versa" is given
Now the question is
1)which governs, is it the table or is it the paragraph?
2)That is do i need to qualify a fresh piece with two layers despite the fact that all the tests have passsed in single layer.
Due to Clients requirement (Client does not accept single layer technique) we have to give 2 layers. Hence the WPS is prepared with 2 layers.
Qualification as per section IX ASME is called for in the specification.
Now refering to QW 258.1 (Table) against 410.38 change Multiple to single is shown in the table.
on refering to paragraph QW 410.38: In this paragraph " A change from multiple layer to single layer cladding/hardfacing, or vice versa" is given
Now the question is
1)which governs, is it the table or is it the paragraph?
2)That is do i need to qualify a fresh piece with two layers despite the fact that all the tests have passsed in single layer.