Tuesday, October 26, 2010

[MW:7831] Re: flanges to be repaired

http://www.miragemachines.com/flangefacers.htm

something like this, you could weld to buildup if necessary and turn
back down. ASME 16.5 should give allowable dimensions

On Oct 26, 6:03 am, Brl Pp <refazosa...@gmail.com> wrote:
> Good morning,
>
> During the inspection of 30'' weld neck flanges AARH by the quality
> control, these flanges were rejected (flanges are damaged on the
> face).
>
> Concerning the repair of these flanges in the shop, does the ASME code
> recommend tolerances?
>
> There is somebody who can describe a procedure how are made the repair
> works of the flanges in the shop?
>
> Share your experience please.
>
> My regards
>
> Redouane (project engineer)
> Algeria
>
> FRAN9AIS:
> Bonjour,
>
> Lors de l'inspection des brides 30'' weld-neck par le contrôle
> qualité, ces brides ont été rejetées par défaut de qualité sur la face
> du joint d'étanchéité.
>
> Concernant les travaux de rectification aux ateliers d'usinage, est-ce
> que le code ASME   préconise des tolérances ?
>
> Il y'a quelqu'un qui peut décrire une procédure comment se font les
> travaux de réparation des brides en atelier?
>
> Mes salutations

--
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.

No comments:

[MW:34866] Presentation for WPS ,PQR AND WPQ as per ASME Sec IX in power point

Dear Experts.        If anyone having presentation of WPS,PQR and WPQ  as per ASME  SEC.IX  in power point then please share . Regards Sanja...