"Hot Bolting" Calculations
"Hot Bolting" Calculations
(OP)
I am looking for advice regarding the appropriate calculation method to find the maximum operating pressure we can allow when we perform a Hot Bolt procedure (ie, removing one bolt at a time for maintenace purposes). I can run the calculations using an ASME Section VII calculator (Mr. Pedersen's), but when you reduce the number of bolts by 1, it simply re-distributes the remaining bolts over the diameter. If I remove half the bolts (to accurately reflect the increased distance between adjacent bolts) to get the correct spacing, the bolt stress for MAWP is too conservative as compared to removing only one bolt (I am looking at my limiting factor being bolt stress from either MAWP or seating perspective- whichever is greater).
Any help or thoughts would be appreciated.
Any help or thoughts would be appreciated.





RE: "Hot Bolting" Calculations
RE: "Hot Bolting" Calculations
I have never heard of anyone taking one bolt at a time for maintenance purposes from a pressurised vessel, sounds extremely dangerous to me.
Regards
desertfox
RE: "Hot Bolting" Calculations
desertfox - I don't believe it is "extrememly dangerous" - the industry has been doing this forever. Most of the larger companies have specific procedures for this operation (I have copies of the BP, ConocoPhillips, and the EEMUA Information sheet for Hot Bolting).
Folks, thanx for your interests...and look forward to your thoughts and suggestions for the flange limit calcs.
RE: "Hot Bolting" Calculations
The criteria typically followed is something like:
• The operating pressure must be less than 75% of the MAWP as allowed under ANSI B16.5 at the operating temp of the piping or process system to be hot bolted.
• The flange must have a minimum of 8 bolts
• The process temperature must be between 40°and 160° Fahrenheit.
• All flanges and associated system equipment must be adequately supported, i.e. no excessive vibration or pulsation.
Monitoring for hydrocarbosn is also a must during the operation. Generally the procedure for hot bolting is the same sequence as for a tightening operation.
• The gasket area must not show signs of leakage. Piping, flanges, and bolts must not be severely corroded, i.e., to the point of affecting their integrity.
• Existing flange bolts/nuts must be tight and of the correct size and grade.
Greg Lamberson, BS, MBA
Consultant - Upstream Energy
Website: www.oil-gas-consulting.com
RE: "Hot Bolting" Calculations
I could be wrong on this, but once a stud bolt has been properly tourqed down, you should not reuse it.
Maybe others can chime in on this.
Zuccus
RE: "Hot Bolting" Calculations
In my opinion, the answer to your stud bolt question is.... "it depends"....!!!
It depends mostly on the cost and degree of corrosion on the bolt. If the bolt is of large diameter and of expensive materials, it pays to be carefull and reuse it.
Smaller, more common materials may be replaced as a mater of policy
-MJC
RE: "Hot Bolting" Calculations
Our process requires that we completely dismantle a production unit at overhaul. This involves the removal of several thousand studs, mainly B-16 5/8"-@ 1/2" but considerable B8 Cl2 material. Part of these production units are components that use H11 SHCS that are changed out and reused on set schedule of approximately 15 days. Each line has 48 of these components that have 98 SHCS. As we have 17 lines the reuse of studs and bolts is almost a necessity.
Tough there is not a formal inspection of the studs they are screened by adding 2 nuts to each stud during a process we call Daging, the addition of a collodial graphite lubricant. We run each stud through a Pyrolysis Furnace to remove any existing Dag and the disassembled studs and nuts are run through the Daging bath, Dag and water. After Daging the studs and nuts are assembled with a full nut engagement on each end of the stud. I would say less than 1% are rejected during this process. about 90% of the rejected studs are recovered by lite duty mechanics. It is a very rare occurrence when a mechanic has problem with a stud when the piping is reassembled.
Some of the studs in use are over 40 years old as witnessed by some Crane Alloy Studs from the 50's that are found in service.
At various times I've removed a sample of studs and physically measured the threads and have never seen anything approaching rejection.
There is problem sometime with meaning of "hot bolting" being taken as retorquing a bolted connection at operating conditions. "Hot bolting" and "hot torquing" are two separate operations. Care has to be taken with both operations. I've seen sevral problems with "hot torquing" were people forget the proper tightening sequence.