Hi Naresh,
Please see the interpretation of ASME on requirements of gap for socket welds and the NDE following welding . The prime function of this gap is to facilitate the expansion and contraction of the thinner components in the socket weld fit-up, especially the piping.
This gap is required during the fit-up , not after welding. In your case(as mentioned below) there should not be any violation of code approved practice.
Thanks.
Pradip Goswami,P.Eng.IWE
Welding & Metallurgical
Specialist
Ontario,
Canada.
Email-p...@sympatico.ca,
pgos...@quickclic.net
Interpretation:
19-5- http://cstools.asme.org/csconnect/pdf/CommitteeFiles/23730.PDF
The statement in Saudi Aramco Clause C2 is correct.
More often than not, the gap will “disappear” after welding. The common misconception is that you must have the gap after welding. The purpose of the gap is to permit shrinkage of the weld without creating additional mechanical stresses on the finished joint. Obviously, in weldor parlance, if the joint “sucks in” the gap will close.
Note that at one time, the EPRI NDE center was doing some investigation into the necessity of gaping socket joints. The opinion at that time was that the gap was unnecessary and that this “rule of thumb” was a nearly universal myth. If memory serves me correctly, the recommendation was that a more important modification for socket joints was to make the length of the horizontal leg of the weld twice the length of the vertical leg. This type modification was reportedly very effective especially in minimizing fatigue cracking. I wouldn’t mind knowing if this has been investigated further or if there was any additional information published on this.
John A. Henning
Welding & Materials
From: material...@googlegroups.com [mailto:material...@googlegroups.com] On Behalf Of Pradeep kumar hormis
Sent: Monday, September 24, 2012 3:14 AM
To: material...@googlegroups.com
Guys,
Exxon Mobil spec. states RT 10% of all socket welds on branch connections for complete fusion and gap.
When the welding is done you have to be able to slide a piece of paper or sharpened paper clip in the gap. If it’s bottomed out, it is a cut out.
A tacked socket joint should pull the full 1/16” during welding
Accept this comment as you like, but you need to confirm gap in most real world instances these days.
ONLY POSITIVE GAP. We’ve used small horoscopes with magnification and literally have shown the ExxonMobil (XOM) inspectors .005” gap to alleviate cut out.
If it is bottomed out it is identified as indeterminate whether gap was present in the joint prior to welding.
Ryan Carbonara
Welding / QA
The last line is the operative one, XOM is using the remnant of a gap as evidence that the gap existed prior to welding - this not a Code requirement, just XOM over exuberance. Most know, after reviewing XOM specifications, that you will have to gap an extra amount so that some gap still remains after welding. My experience in the power generation, it is typical practice to scribe a line at full insertion, pull the pipe back the 1/16”, then tack. Unfortunately, the scribe mark usually gets welded over so there is no proof that the joint was gapped if it sucks up tight. It would require the owner-inspector to at least randomly inspect fit-ups to verify correct practice is being followed.
One thing that should bother everyone is that some socket fittings are now being bored with drill rather than an end mill leaving a tapered bottom – guess that will confuse things a bit.
A secondary cure to the inspection issue is to use “gap-o-lets”. The presence of the “gap-o-let” on the RT is then proof positive that the joint was gapped properly. There is of course the cost of stuffing a “gap-o-let” into each joint but there is no p&m about whether a joint was gapped or not.
John A. Henning
Welding & Materials
All of the following require a 1/16 inch minimum gap prior to welding for socket type joints: ASME I, ASME VIII, ASME B31.1, ASME B31.3. None of these Codes address the condition after welding. My familiarity with the Code would indicate that this is intentional as it is generally recognized that the joint often will close completely after welding.
Customer’s can demand anything, whether rational or not. In many cases the customer will assume if there is no gap after welding the socket weld was not properly gapped prior to welding (where were their inspectors during fit-up?) . Physics be damned. No amount of scratch marking etc. will convince these customers. The only way is to gap to greater extent or through the use of gap-o-letsÒ.
Bottom line: read your customer specifications carefully before you begin fabrication.
Below interpretation of B 31.3 and Shell std. Extract are quite convincing for subject matter.
1. B 31.3 Interpretation
2. As per SHELL Spec DEP 31.38.01.11 Gen. Aug 2005
Socket-welded connections cannot be properly radiographed to verify weld quality; they can only be inspected by surface techniques such as magnetic particle or liquid penetrant. Radiography may be selectively applied to check that a fit-up gap remains after the weld has been made.
Regds/Jignesh
From: material...@googlegroups.com [mailto:material...@googlegroups.com] On Behalf Of John Henning
Sent: 25 September 2012 19:07
To: material...@googlegroups.com
Interpretation 20-01 attached
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This has been discussed previously. But here is my knowledge of the requirement. Every ASME Code (e.g. ASME I, VIII, B31.1, etc.) requires that a socket weld have a 1/16 inch gap between the bottom of the socket and the end of the inserted tube/pipe before welding. This gap is to provide some cushion to allow weld shrinkage without inducing significant residual stress. It is not the intention of any of these Codes to have a 1/16 inch gap present after welding. It is a misinterpretation of the Code(s) to require the gap to be present after welding as the gap before welding would have to be much greater than 1/16 inch.
There are a whole lot of people out there, including some major petro-chems that seem to ignore the Code specific wording; i.e. “before welding”.
My own opinion is that there is no viable way for an inspector looking at the joint after welding to assure that the socket weld was gapped properly before welding. So, rather than the customer having their inspectors doing any real work on the job impose the spurious requirement that a 1/16 inch be present after welding. As Grace Slick said “when logic and proportion have fallen sloppy dead” . . .
The only way I know around this is to use products akin to Gap-O-Lets . . . but that is an additional cost and really unnecessary.
Bottom line : if you are finding any open gap after welding, you have obviously achieved what was intended in the Code requirement; minimizing/eliminating residual stress resulting from the bottoming out of the socket joint due to weld shrinkage. Your Client should go pound sand.
John A. Henning
Welding & Materials
From: material...@googlegroups.com [mailto:material...@googlegroups.com]
Sent: Tuesday, December 18, 2012 10:25 PM
To: material...@googlegroups.com
Subject: [MW:16259] Re: Socket weld gap requirement
Interpretation 20-01 attached
On Saturday, September 22, 2012 8:19:28 PM UTC+5:30, Nareshkumar Subramanian wrote:
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Interpretation 20-01 attached
On Saturday, September 22, 2012 8:19:28 PM UTC+5:30, Nareshkumar Subramanian wrote:Dear experts,As per ASME 3.1.& 31.3 socket weld gap requirement is 1/16” before welding. Whether it is required for after welding, if its require kindly provide the code details.In our project we're done RT for socket welds. But after welding did not find the 1/16” gap, its less than 0.5mm. Our client decision is to cut and reweld the all joints.Thanks & Regards,Naresh
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