Monday, August 6, 2012

RE: [MW:15032] carbon steel back strip


Dear All, Please Refe D1.1

 

4.30.3 RT. If RT is used in lieu of the prescribed bend tests, the weld reinforcement need not to be ground or otherwise smoothed for inspection unless its surface irregularities or juncture with the base metal would cause objectionable weld discontinuities to be obscured in the radiograph. If the backing is removed for RT, the root shall be ground flush (see 5.24.4.1) with the base metal.

 

The backing thickness shall be 1/4 in. [6 mm] min to 3/8 in. [10 mm] max; backing width shall be 3 in. [75 mm] min when not removed

for RT, otherwise 1 in. [25 mm] min. Figure 4.21—Test Plate for Unlimited Thickness—Welder Qualification (see 4.23.1)



6.11.1 Tubular Connection Requirements. For CJP groove butt welds welded from one side without backing, the entire length of all completed tubular production welds shall be examined by either RT or UT. The acceptance criteria shall conform to 6.12.3 or 6.13.3 as applicable.

 

6.17.3.2 Steel Backing. When required by 5.10 or other provisions of the contract documents, steel backing shall be removed, and the surface shall be finished flush by grinding prior to RT. Grinding shall be as described in 5.24.4.1.

 

6.17.3.3 Reinforcement. When weld reinforcement or backing, or both, is not removed, or wire IQI alternate placement is not used, steel shims which extend at least 1/8 in. [3 mm] beyond three sides of the required holetype IQI or wire IQI shall be placed under the hole-type IQI or wire IQI, so that the total thickness of steel between the hole-type IQI and the film is approximately equal to the average thickness of the weld measured through its reinforcement and backing.

 

Refer ASME VIII-A Table, UW-12


 


Thank & Best Regards,

 

M Veera SAMY- Bureau Veritas.

Coimbatore

 

 


 

Date: Mon, 6 Aug 2012 12:22:53 +0800
From: gopunair5343@yahoo.com
Subject: Re: [MW:15031] carbon steel back strip
To: materials-welding@googlegroups.com

Please clarify whether the backing strip was left in place or removed after welding.  If the backing strip is left in place, there could be slag entrapment between the base metal and backing strip which will interfere with the interpretation of RT film. The alternative in such case is to have a tight fit joint and weld the root pass with GTAW.

Good luck

Gopu

--- On Mon, 6/8/12, syed moinul hasan <mhsyed1@gmail.com> wrote:

From: syed moinul hasan <mhsyed1@gmail.com>
Subject: Re: [MW:15030] carbon steel back strip
To: materials-welding@googlegroups.com
Date: Monday, 6 August, 2012, 9:42 AM

Back strip is nothing to do with   any defects for RT interpretation, as long as welder is skilled & experienced.

On 5 August 2012 15:09, chiluka venkatramulu <ramuluchiluka@gmail.com> wrote:
Back strip will not be considered for RT interpretation.

CVR

On Wed, Jun 20, 2012 at 11:54 PM, eng ahmed <eng_ahmed450@yahoo.com> wrote:
Dear All
I had problem to weld pipe A53GrB using carbon steel back strip techniqe in RT interpretation,May i know the defects of welding the pipes using carbon steel back strip A109 type by GTAW process.
Best Regards
 
       

       Eng: Ahmed Gomaa
         QA/QC Engineer
                EGYPT
Email: Eng_ahmed450@yahoo.com
 Cell:   00201111350805

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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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To post to this group, send email to materials-welding@googlegroups.com
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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.

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