Understanding Type A and Type B Repairs Under ASME PCC-2
Composite repairs have become a go-to solution for reinforcing the structural integrity of pipes and vessels while also serving as a protective barrier against corrosion. However, the success of these repairs depends on a clear understanding of the differences between external and internal wall loss repairs. ASME PCC-2 outlines two main design cases for corrosion: Type A and Type B. The calculations involved in each type can vary significantly, and using the wrong one can lead to ineffective or even failed repairs.
**Type A vs. Type B Repairs**
Type A repairs are intended for non-leaking components that maintain a minimum wall thickness of 0.04 inches throughout the life of the repair. These repairs are typically used for pipes with localized corrosion that hasn’t yet caused a leak or through-wall damage. The primary goal here is to restore the structure, and the composite material helps prevent further external corrosion.
On the other hand, Type B repairs are designed for leaking components or those with less than 0.04 inches of wall thickness at any point during service. If a component has been stop-gapped due to a leak, it should be classified as a Type B repair. Internal corrosion is usually treated as a Type B case unless the corrosion rate indicates that the remaining wall thickness will stay above 0.04 inches. Unlike Type A repairs, Type B requires sealing the through-wall defect in addition to structural reinforcement. This makes proper surface preparation and adhesion essential for long-term performance.
**Understanding Type B Repair Design Categories**
Type B repairs are divided into three categories based on the nature of the defect:
- **Circular or near-circular defects:** These involve localized through-wall damage or internal corrosion where full wall loss hasn't occurred yet.
- **Circumferential slot defects:** These occur when there's a long section of full wall loss around the entire circumference of the pipe, often due to clamps or patches used to stop leaks.
- **Axial slot defects:** These are found in long sections of full wall loss that are isolated to one side of the pipe, such as corrosion on the bottom.
Although ASME PCC-2 doesn't specify pressure limits for Type B repairs, pressure must still be considered in the calculation process. It’s generally recommended to use a maximum pressure limit of 500 psi when designing composite repairs for Type B cases.
**Aligning Design Calculations with the Repair**
One common mistake is when the design calculations don’t match the actual defect. For a Type B repair, you need both Type A structural reinforcement calculations and Type B defect-specific calculations. Type A may suggest fewer layers, but without proper integration, this could lead to an under-designed repair that fails over time.
It’s crucial to review the design package thoroughly. Ask yourself:
- Is the engineering assessment accurate?
- Do the calculations reflect the actual defect on the pipe?
- Are the correct equations being used for the specific repair?
**Addressing Corrosion for a Type B Repair**
In a recent project, an operator faced a corroded pipe classified as a Type B repair due to deep external corrosion from corrosion under insulation (CUI). The defect was presented as a circumferential slot because of the band and patch used to stop an active leak. To ensure a successful repair, the entire patched area had to be treated as a defect.
Navigating the complexities of ASME PCC-2 repairs requires a solid grasp of the distinctions between Type A and Type B repairs. Misalignment between calculations and the actual defect can result in ineffective repairs and long-term failure. Always double-check your design packages and ensure they align with your specific needs.
HJ3 understands the nuances between Type A and Type B repairs and can help you develop tailored solutions. Contact us today to learn more about how we can support your repair projects.
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