Skip to main content

RE: [MW:10344] ASME IX - Welder's qualification Thickness range

Just to clarify:

 

The welder must work to a properly qualified WPS and PQR when taking his/her performance qualification test.  The welder must meet the requirements of this WPS with exception of permitted exclusions as stated in the Code (PWHT for example does not have to be done).

 

The welder's qualified thickness range is independent of the performance test WPS used and is only based on the thickness of the deposited weld metal and the ranges of qualification per QW-452.1 (b).  You can also see this in the essential variables; QW-352 through QW-357, which have no base metal thickness requirements/restrictions.

 

So a welder can complete his performance qualification with a WPS limited to 1 inch (25mm) maximum base metal thickness on a material , say, ¾ inch (19mm) thick.  As long as he meets the other essential variables for the process (QW-352 through QW-357) he can weld to the maximum thickness stated on any other appropriate WPS.  He is not limited to a maximum of 2 inches deposit thickness based on the performance qualification base metal thickness.

 

Hope this helps – let me know if you have further questions.

 

John

 

From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of Elshan Feyzullayev
Sent: Monday, March 14, 2011 7:26 AM
To: materials-welding@googlegroups.com
Subject: RE: [MW:10335] ASME IX - Welder's qualification Thickness range

 

Hi Babu,

I think Martin is correct on the thickness wise.
Please see as reference ASME IX 2001 QW 301.2.
If your WPS is qualified to do unlimited thickness and the test coupon which your welder has welded in fall to "inlimited thickness" category then the welder is qualified for "max to be welded" which means unlimited.

Your main reference should be the WPS which your welder is qualified to.

regards,
Elshan Feyzullayev.


Date: Sat, 12 Mar 2011 22:17:29 +0800
Subject: Re: [MW:10295] ASME IX - Welder's qualification Thickness range
From: kbabupsg@gmail.com
To: materials-welding@googlegroups.com
CC: martin_prad@hotmail.com

Hi Martin

 

If that is the case , we can't qualify the welder for unlimited thickness as the WPS has not qualified for unlimited thickness ?


In my opinion , "Maximum to be welded" indicates the unlimited thickness.

 

Regards

 

K.Babu

 


 

2011/3/10 Martin Prad <martin_prad@hotmail.com>

Dear Sir,
 
Your interpretation is true within the limits of your applicable qualified WPS. E.G. if your applicable WPS is qualified for max thickness 20 mm and your welder has welded 16 mm thk test coupon then the "Maximum to be welded" thikness is 20 mm.
 
Please note that you can not go beyond the applicable qualified WPS.
 
regards,
Martin.
 


Date: Wed, 9 Mar 2011 17:13:49 +0000


Subject: [MW:10246] ASME IX - Welder's qualification Thickness range

From: zakaria.ghrab@gmail.com

Hi all,

  As per ASME sect IX table QW-452-1(b), for welder's qualified in test coupon thickness greater or equal than 13 mm, he's will be qualified to wed thickness " Maximum to be welded"

May my interpretation is true ??
In this case, Can i  qualify all welder's in 13 mm thickness, he will be qualified for all thick ( PWHT is not essential variable for welders) and cover all thickness range ?

Regards

--

زكرياء غراب
GHRAB Zakaria
مسؤول عن الجودة
QA/QC SENAD
مشروع المحطة الحرارية ـ الوحدة الرابعة
المحمدية ـ المغرب

 


--
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.





--
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

Re: [MW:34105] SA266 GR4N 4 Cycle SPWHT

Hi,  You are correct, Minimum refers to the one cycle for which this part will expose until final work shop PWHT. hence mill test certificate shall include this.  Max. SPWHT, refers to additional cycles of heat treatment that are reserved for future repairs during equipment lifetime.  Again, these simulated no. Of cycles shall be specified in MTC.  The idea is we need to make sure that steel mechanical properties are not compromised upon exposure to multiple repairs (i e 4 cycles in your case).  One could say, if steel is subjected to 4 cycles and is ok, then it should by defacto be good for one cycle, yet, this is wrong assumption cause mechanical problems and microstructure of materials varies accordingly based on no. Of cycles for which material will expose. This is apparent in alloy steel and especially for impact test values as an example.  In your case, this forged CS with properties before PWHT can be understood to be " as forged" condition (i.e. Wit...

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...

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...