Wednesday, November 16, 2011

Re: [MW:12998] Joint preparation-root gap

Dear,
You can proceed with new wps without making new PQR. I faced this
problem in my Project.
Regards
Sil

On 11/16/11, lukman_hakim1981@yahoo.com <lukman_hakim1981@yahoo.com> wrote:
> Dear Georgios dilintas,
>
> Thanks for your response.
>
> If we have to revise our wps, what we have to revise?
> How width maximum permissible gap for buttering as per asme IX?
> And how width maximum permissible gap for joint preparation allowable by
> asme IX? Thanks
>
> Best regards,
>
>
> Lukman
> Sent from my BlackBerryŽ
> powered by Sinyal Kuat INDOSAT
>
> -----Original Message-----
> From: george.dilintas@gr.bureauveritas.com
> Sender: materials-welding@googlegroups.com
> Date: Tue, 15 Nov 2011 12:30:52
> To: materials-welding<materials-welding@googlegroups.com>
> Reply-To: materials-welding@googlegroups.com
> Subject: Re: [MW:12986] Joint preparation-root gap
>
> You are allowed but you have to revise your Wps without a new PQR.
> For the realization you should start with some buttering to reduce the gap
> Best regards
> Dr Georgios Dilintas
> Authorized Nuclear Inspector
> Authorized Inspector Supervisor
> HBS Regional Technical Manager
>
>
> ----- Original Message -----
> From: lukman hakim [lukman_hakim1981@yahoo.com]
> Sent: 15/11/2011 10:16 ZE8
> To: materials-welding@googlegroups.com
> Subject: [MW:12981] Joint preparation-root gap
>
>
>
> Dear All,
>
> I have problem in joint preparation. According to design drawing & WPS the
> root gap for welding 48mm carbon steel plate by SMAW process is 3 mm, but
> actual we have gap more than 10 mm. This welding is for pressure vessel
> (ASME VIII Div.2). Can we weld this joint with gap more than 10 mm? as per
> ASME IX for SMAW process root gap is not essential variable. Thanks
> Best regard,
>
> Lukman
>
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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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