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
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