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RE: [MW:23197] PQT for A333 Gr.6 pipe

Mr Dilintas;

 

Thanks for your fast reply; I was just checking if someone had got a permission to wave this instruction.

 

Best regards

 

From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of PUB:george.dilintas@gr.bureauveritas.com
Sent: quinta-feira, 30 de abril de 2015 08:52
To: materials-welding@googlegroups.com
Subject: RE: [MW:23196] PQT for A333 Gr.6 pipe

 

Read carefully QW-403.5

best regards

Dr. Georgios Dilintas

Authorized Nuclear Inspector
Authorized Inspector Supervisor

I&F REGIONAL TECHNICAL MANAGER
BUREAU VERITAS PIRAEUS - GREECE

Tel: +30 210 40 63 113 /4 /5
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"MUNHOZ Sergio   TECHINT" ---30/04/2015 07:18:45---Dear Sirs ·        A333 Gr 6 is P1 G1 and not P1 G2

From: "MUNHOZ Sergio   TECHINT" <tbrsmu@techint.com.br>
To: "materials-welding@googlegroups.com" <materials-welding@googlegroups.com>
Date: 30/04/2015 07:18
Subject: RE: [MW:23189] PQT for A333 Gr.6 pipe
Sent by: materials-welding@googlegroups.com





Dear Sirs
 
·        A333 Gr 6 is P1 G1 and not P1 G2
 
·        Question: Under B31.3; Impact test required; can I combine one single Pipe to Pipe P1 G1 PQR with  one single Pipe to Pipe P1 G2 PQR and issue one Pipe P1 G1 X Pipe P1 G2 WPS ?
 
Best regards
 
 
Sergio Munhos
 
 
 
From: materials-welding@googlegroups.com [mailto:materials-welding@googlegroups.com] On Behalf Of PUB:K.M Hrishikesan
Sent:
 quarta-feira, 29 de abril de 2015 07:36
To:
 materials-welding
Subject:
 Re: [MW:23188] PQT for A333 Gr.6 pipe

 

If you want to use pipes, you can run the PQR using A333 Gr 6 and API 5L X65 pipes , both are P1G2 materials. Hope there is impact test requirements.
Dear Experts,
 
In our project, we have to establish a  WPS /PQR for A333 Gr 6 Pipe (P-1,Group-1) and Flanges A350 LF-2 (P-1,Group-2).   Process - GTAW+SMAW (with ER 70S-2 and E7018-1).
 
How to conduct/establish one combined PQT with P-1,Group-1 to P-1,Group-2 ??
 
Can we make two PQT separately of below options :-
 
One Pipe to Pipe in 6G position and other any Plate to Plate in 4G/3G position of which Tensile Strength 70 ksi) - Is it acceptable  as per ASME Sec-IX?
 
 
Please clarify.
 
Thanks in advance,
 
R.K.Samanta
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