Skip to main content

[MW:9991] RE: 9988] Disqualified Welders

ASME Section IX states in QW-322.1: "The performance qualification of a
welder or welding operator shall be affected when one of the following
occurs: . . . (b) When there is a specific reason to question his
ability to make welds that meet the specification, the qualifications
that support the welding he is doing shall be revoked. All other
qualifications not questioned remain in effect."

ASME does not address what the "specific reason" is; that is does not
quantify size, shape, or number of discontinuities that will result in
loss of the welders qualification. This is usually described in
contract documents or, often, a contract will state that it is up to the
discretion of the customers inspector. Sometimes a company will have a
failure rate or some other guidance in their quality manual as to when
the welder will be disqualified or have to have additional training.

I will let others address how the EN Code(s) or other Codes address
this.

One should be cognizant of the fact that even the best welder may have
an occasional bad weld and that other factors may affect the ability to
make a good weld. Most contracts, I've seen have a second chance clause
in that if a weld is rejected, the next two will be inspected/evaluated
and failure with either of those will result in 100% inspection and/or
disqualification.

John

-----Original Message-----
From: materials-welding@googlegroups.com
[mailto:materials-welding@googlegroups.com] On Behalf Of Shaunak
Upadhyay
Sent: Thursday, February 24, 2011 5:02 AM
To: Materials & Welding
Subject: [MW:9988] Disqualified Welders

Dear All,

If one 6G Qualified welder welds one joint and after rt test that
joint full repair, than can we disqualify that welder?

Is there any code or specification for this issue.

Please give your suggestion.

Regards,
Shaunak Upadhyay.

--
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to
materials-welding+unsubscribe@googlegroups.com
For more options, visit this group's bolg at
http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views
and meant for educational purposes only, Users must take their own
decisions w.r.t. applicable code/standard/contract documents.

--
To post to this group, send email to materials-welding@googlegroups.com
To unsubscribe from this group, send email to materials-welding+unsubscribe@googlegroups.com
For more options, visit this group's bolg at http://materials-welding.blogspot.com/
The views expressed/exchnaged in this group are members personel views and meant for educational purposes only, Users must take their own decisions w.r.t. applicable code/standard/contract documents.

Comments

Popular posts from this blog

Heat tint (temper) colours on stainless steel surfaces heated in air // Heat tint

Introduction The colour formed when stainless steel is heated, either in a furnace application or in the heat affected zone of welds, is dependent on several factors that are related to the oxidation resistance of the steel. The heat tint or temper colour formed is caused by the progressive thickening of the surface oxide layer and so, as temperature is increased, the colours change.   Oxidation resistance of stainless steels However, there are several factors that affect the degree of colour change and so there is no a single table of colour and temperature that represents all cases. The colours formed can only be used as an indication of the temperature to which the steel has been heated. Factors affecting the heat tint colours formed Steel composition The chromium content is the most important single factor affecting oxidation resistance. The higher the chromium, the more heat resistant the steel and so the development of the heat tint colou...

Materails FAQs

Q: What are equivalents for standard Q 235 B (and Q 235 A) for U-channels? (asked by: boris.vielhaber@vait.com) A: DIN Nr. = 2393 T.2, 2394 T.2, EN 10025 W. Nr. DIN 17007 = 1.0038 Design DIN 17006 = RSt 37-2, S235JRG2 (Fe 360 B) Q: What is St DIN 2391 BK material? (asked by: dmcandrews@automaticstamp.com) A: Precision steel tubes, cold-finished/hard. Q: What is C.D.W. Boiler Tube? (asked by: montydude123@yahoo.com) A: Cold Drawn Welded Boiler Tube. Q: WHAT IS W.Nr. 1.4301? PLS TELL US IN EASY LANGUAGUE (asked...

The Schaeffler and Delong diagrams for predicting ferrite levels in austenitic stainless steel welds

Introduction Ferrite is important in avoiding hot cracking in during cooling from welding of austenitic stainless steels. 'Constitution diagrams' are used to predict ferrite levels from the composition by comparing the effects of austenite and ferrite stabilising elements. The Schaeffler and Delong diagrams are the original methods of predicting the phase balances in austenitic stainless steel welds. Nickel and chromium equivalents A 'nickel equivalent' is calculated for the austenite stabilising elements and a 'chromium equivalent' ferrite stabilising elements. These are used as the axes for the diagrams, which show the compositional equivalent areas where the phases austenite, ferrite, martensite (and mixtures of these) should be present. Although intended to show the phase balance of weld fillers, these diagrams can also be used to illustrate the phase balance of the 'parent' material. There are different diagrams for dif...