Saturday, January 1, 2011

Re: [MW:9046] Groove weld qualification for fillet weld

Manpreet,
 
Please provide details of the production fillet weld configuration for more details.
Either clause QW 451.1 or QW 451.4 doesnt impose any additional restriction on thickness by referring QW 403.6 in it.
However QW 403.6 looks to be stand alone reference on limiting the base material thickness range.
This can be a good question to be answered by Sec.IX committee through interpretations, I dont know if there is any existing interpretation available for this case.
 
members can help it here.
 
What does your Authorised INspector say about this? In the mean while i'll also check with my Authorised INspector.
 
Regards,
 
A.Praveen 

--- On Thu, 12/30/10, manpreet <manpreetsin88@rediffmail.com> wrote:

From: manpreet <manpreetsin88@rediffmail.com>
Subject: Re: [MW:9014] Groove weld qualification for fillet weld
To: "materials-welding@googlegroups.com" <materials-welding@googlegroups.com>
Date: Thursday, December 30, 2010, 2:27 PM

Dear Pravin,

Perhaps i couldn't explain it properly,

For a production fillet weld joint between 25mm and 13mm thks, Can I use any groove weld PQR for making WPS without considering QW-451.1 and QW-403.6 ? 

Please answer me with code reference..

Regards
Manpreet Singh




On Thu, 30 Dec 2010 13:42:40 , praveen alavandar <praveenakds@yahoo.com> wrote
Manpreet,
 
There is not any catch point in Sec.IX to limit your fillet weld material thickness or weld deposit thickness even when impact testing is applicable.
 
You have to just follow QW 451.3 limits only.
 
Why is that you qualified a fillet PQR for an impact tested application, instead of supporting any groove weld PQR?
 
Regards,
 
A.Praveen

--- On Thu, 12/30/10, manpreet <manpreetsin88@rediffmail.com> wrote:

From: manpreet <manpreetsin88@rediffmail.com>
Subject: Re: [MW:9011] Groove weld qualification for fillet weld
To: "materials-welding@googlegroups.com" <materials-welding@googlegroups.com>
Date: Thursday, December 30, 2010, 12:37 PM

Dear Jaspal,

QW-403.6 is applicable for minimum base metal limits for impact tested qualification, What i m asking is that, QW-451.4 is stating that a groove weld qualification shall be qualified for all thickness of fillet weld, does that mean, we need not to follow QW-451.1 & QW-403.6....  

Somebody please answer this query......

Regards
Manpreet Singh
 


On Thu, 30 Dec 2010 10:47:24 +0530 JASPAL SINGH wrote
>Dear Manpreet,
>
>For Welder Qualification as per Section IX there is no variable for
>Impact . As far as base metal is concerend the only variable is 403.16
>& 403.18 in case of SMAW.
>
>As per below extract from ASME Section IX:
>
>QW-303.1 Groove Welds —General. Welders and welding operators who
>pass the required tests for groove
>welds in the test positions of table QW-461.9 shall be qualified for
>the positions of groove welds and fillet welds
>shown in table QW-461.9. In addition, welders and welding operators
>who pass the required tests for groove welds
>shall also be qualified to make fillet welds in all thicknesses and
>pipe diameters of any size within the limits of the
>welding variables of QW-350 or QW-360, as applicable
>
>Best Regards,
>
>JASPAL SINGH CWI-AWS, CSWIP-3.1
>ISGEC-PED, Yamunanagar, Haryana (India) PH: +911732307251 ;Mob.
>+918930111441(CUG), +919996624244
>www.isgec.com
>
>On Dec 30, 7:54 am, "manpreet " <manpreetsi...@rediffmail.com> wrote:
>> Dear All,According to QW-451.4, Groove weld qualifies for all thickness ranges of fillet welds,In production a a fillet joint with 25mm &amp; 13mm, impact test required,Is the code saying that QW-403.6 &amp; QW-451.1 will not be applicable here? Please give me your views.....RegardsManpreet Singh
>
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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.

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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.

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