Rputvin
Mechanical
- Oct 31, 2017
- 195
I'm working on a project that my customer has requested ASME B31 compliance for. The most applicable section is B31.9, the skids we're making are small pump stations that include a few valves, a few feet of pipe spool, and the main plate heat exchanger (ASME U/UM stamped) at the center of two sides of piping.
We're moving water at 150psi, 200°F for max design conditions.
The system is mostly carbon steel pipe, A106 seamless, and all of our valves and fittings follow API/ASME/ASTM/ANSI/etc as needed for dimensional and/or pressure. I've gone through ASME PTC 19.3 TW in full for our thermowells and everything is looking to be overkill for the service conditions.
Our shop has a U stamp for ASME BPVC Section VIII, and we have Section IX qualified welders and procedures to do the actual welding and quality control. No worries there, I'm just finding navigating these piping codes a little more confusing than straight up pressure vessels.
Wall thickness requirement is all of .0058" (or thereabout depending on pipe size) and we're using SCH 40 pipe (wall thickness ranging from .14 to .26). Calculated max pressure of the pipe is on the order of ~3500psi.
B31.9 points to B31.1 in several instances, and I've used the two codes to run through calculations for; allowable stress, branch connection strength for our instrumentation branches (lowest one still over 1000psi), longitudinal pressure stress, thermal expansion, expansion & flexibility analysis, bending stress, and some moderate seismic analysis using a=0.3g as the installation isn't in a seismic region. I ran the stress numbers as unsupported piping and the numbers look fine for everything except our non-weld joints (some threaded, some bolted flange) and have added supports as needed. Supports are modeled as "unknown carbon steel" as prescribed in the code as we'd use non-controlled carbon steel angle and tube to make the supports, which are simple rigidly attached and welded to the deck (no slider, rollers, guides, etc). Once again, the numbers are all well below any kind of critical threshold.
The only issue I've got is that the customer is supplying specific pumps and valves, which are cast iron, and I can't find enough information to reliably say they're good to go. The customer has made very similar skids with full CE/PED credentials for European installs. I asked for those full design packages, but they're not sharing. We're essentially taking that design, moving everything from SI to Inch, and changing the piping to conform with our weld procedures/materials/practices.
I haven't gotten as far as cold-spring, hot-and-cold reactions, or some of the more in depth analysis. I originally had it all written off under 919.4.1 eq.8, but the customer's supplied components started showing up and the cast iron bodies don't allow that exception if I consider them part of the design.
The system is pretty much the same thing we've been building for 30+ years, been shipping worldwide, we've just never had to apply codes due to the industries and customers we've been working with. How far does the "System duplicates a successfully operating installation or replaces a system with a satisfactory service record" extend? Does that apply if the existing installations are not ASME compliant? Can I use our existing pump stations and the customer's EU/CE/PED installations to "fill in the gaps" in my ASME B31.9 design package in terms of complete compliance? Alternatively, is it acceptable to call the piping spools up to code and rigidly support the customer supplied cast iron pieces between my spools?
There are a few directions I can go, I'm just not sure what the proper method would be. I don't mind the added work if additional analysis is required, I just don't have a straightforward method for that analysis figured out or I would've done it already.
I've reached out to our Authorized Inspector from BPVC work, and our contacts from Hartford that we work with on Section VIII/IX jobs, but we're on a compressed timeline and the holiday season hasn't been helping in getting a quick response.
Thanks for any help or insight you can provide!
We're moving water at 150psi, 200°F for max design conditions.
The system is mostly carbon steel pipe, A106 seamless, and all of our valves and fittings follow API/ASME/ASTM/ANSI/etc as needed for dimensional and/or pressure. I've gone through ASME PTC 19.3 TW in full for our thermowells and everything is looking to be overkill for the service conditions.
Our shop has a U stamp for ASME BPVC Section VIII, and we have Section IX qualified welders and procedures to do the actual welding and quality control. No worries there, I'm just finding navigating these piping codes a little more confusing than straight up pressure vessels.
Wall thickness requirement is all of .0058" (or thereabout depending on pipe size) and we're using SCH 40 pipe (wall thickness ranging from .14 to .26). Calculated max pressure of the pipe is on the order of ~3500psi.
B31.9 points to B31.1 in several instances, and I've used the two codes to run through calculations for; allowable stress, branch connection strength for our instrumentation branches (lowest one still over 1000psi), longitudinal pressure stress, thermal expansion, expansion & flexibility analysis, bending stress, and some moderate seismic analysis using a=0.3g as the installation isn't in a seismic region. I ran the stress numbers as unsupported piping and the numbers look fine for everything except our non-weld joints (some threaded, some bolted flange) and have added supports as needed. Supports are modeled as "unknown carbon steel" as prescribed in the code as we'd use non-controlled carbon steel angle and tube to make the supports, which are simple rigidly attached and welded to the deck (no slider, rollers, guides, etc). Once again, the numbers are all well below any kind of critical threshold.
The only issue I've got is that the customer is supplying specific pumps and valves, which are cast iron, and I can't find enough information to reliably say they're good to go. The customer has made very similar skids with full CE/PED credentials for European installs. I asked for those full design packages, but they're not sharing. We're essentially taking that design, moving everything from SI to Inch, and changing the piping to conform with our weld procedures/materials/practices.
I haven't gotten as far as cold-spring, hot-and-cold reactions, or some of the more in depth analysis. I originally had it all written off under 919.4.1 eq.8, but the customer's supplied components started showing up and the cast iron bodies don't allow that exception if I consider them part of the design.
The system is pretty much the same thing we've been building for 30+ years, been shipping worldwide, we've just never had to apply codes due to the industries and customers we've been working with. How far does the "System duplicates a successfully operating installation or replaces a system with a satisfactory service record" extend? Does that apply if the existing installations are not ASME compliant? Can I use our existing pump stations and the customer's EU/CE/PED installations to "fill in the gaps" in my ASME B31.9 design package in terms of complete compliance? Alternatively, is it acceptable to call the piping spools up to code and rigidly support the customer supplied cast iron pieces between my spools?
There are a few directions I can go, I'm just not sure what the proper method would be. I don't mind the added work if additional analysis is required, I just don't have a straightforward method for that analysis figured out or I would've done it already.
I've reached out to our Authorized Inspector from BPVC work, and our contacts from Hartford that we work with on Section VIII/IX jobs, but we're on a compressed timeline and the holiday season hasn't been helping in getting a quick response.
Thanks for any help or insight you can provide!