Regarding Flush Grind of weld Reinforcement

[Manoj Singh]

Hi All,

Can anyone please provide the details regarding the said subject, whether it is allowed and if yes what are the criteria to be followed in the terms of NDT,

along with the  standards codes if any.

Thanks in advance.

With regards,

Manoj Singh

[Kannayeram Gnanapandithan]

it can be flush ground because while doing PQR, we are testing without reinforcement. Since it is difficult to weld flush with base metal that is why some reinforcement based thickness is allowed. If u want to  take RT keep some reinforcement for density difference.

THANKS & BEST REGARDS,

KG.PANDITHAN, BE, IWE,  CSWIP 3.1,

ISO 9712 Level 2 in VT,

ASNT-Level II in PT,MT,RT & UT,

LA ISO 9001-2015,

International Welding Engineer. 

CONSULTANT-WELDING & QUALITY

Mobile no: +919940739349

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[Manoj Singh]

Thanks for your kind reply sir, is there any standard requirement, refers in this case pls let me know.

To view this discussion on the web visit https://groups.google.com/d/msgid/materials-welding/CAJzm4eNmeRR93kUbpqH_%3DbvofF7WiB%2BwU1a%2BmfLQyOEmr70F%2Bg%40mail.gmail.com.

[MACARIO PALOLA]

See General Note (e)

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[Kannayeram Gnanapandithan]

IBR, 

and others also.

THANKS & BEST REGARDS,

KG.PANDITHAN, BE, IWE,  CSWIP 3.1,

ISO 9712 Level 2 in VT,

ASNT-Level II in PT,MT,RT & UT,

LA ISO 9001-2015,

International Welding Engineer. 

CONSULTANT-WELDING & QUALITY

Mobile no: +919940739349

To view this discussion on the web visit https://groups.google.com/d/msgid/materials-welding/CAPkJdR%2BTt%3DrTnUjZ6pPXSZSynLJ%2B%2BTgjo9e88_6yWzXFZ-wjRQ%40mail.gmail.com.