mariolucas75
Civil/Environmental
- Sep 21, 2010
- 70
API 510
Question one:
8.3.1 Permanent Repair Techniques
Typical permanent repair techniques include the following.
a) excavating the defect and blend-grinding to contour in accordance with API 579-1/ASME FFS-1 (also refer
to ASME PCC-2, Article 304 for guidance on flaw excavation and weld repair);
This reference is to what section / paragraph in API 579-1/ASME FFS-1 ? I have gone through the the API 579 and really could not find place guiding for excavating the defect and blend-grinding to contour...
Question two:
8.3.3 Filler Metal Strength for Overlay and Repairs to Existing Welds
It says in there:
"The repair thickness shall not be more than 50 % of the required thickness of the base metal (this excludes
corrosion allowance)"
What if defect in existing weld goes beyond 50 % of the thickness of the base metal, or even goes through the weld thickness ?
Question one:
8.3.1 Permanent Repair Techniques
Typical permanent repair techniques include the following.
a) excavating the defect and blend-grinding to contour in accordance with API 579-1/ASME FFS-1 (also refer
to ASME PCC-2, Article 304 for guidance on flaw excavation and weld repair);
This reference is to what section / paragraph in API 579-1/ASME FFS-1 ? I have gone through the the API 579 and really could not find place guiding for excavating the defect and blend-grinding to contour...
Question two:
8.3.3 Filler Metal Strength for Overlay and Repairs to Existing Welds
It says in there:
"The repair thickness shall not be more than 50 % of the required thickness of the base metal (this excludes
corrosion allowance)"
What if defect in existing weld goes beyond 50 % of the thickness of the base metal, or even goes through the weld thickness ?