Wednesday, December 8, 2010

Re: [MW:8605] Re: Weld Weave

Hi!
If you have already welded the joint with increased weaved bead and you want toi accept the same in such situation  you have to
i) Do you require Impact  for weld ? if yes carry out the mock up with same parameter of welding used and test the coupon (It should meet the requirement)The same results can be converted in to PQR
ii) If the weld does not require Impact, in such case Heat input is not essential and check the hardness of HAZ and weld ( and it should be in acceptable range) .,Check for crack, by UT/RT .this way you can ensure the soundness of the weld and accept
Regards
 
Hegde P.B.


From: Adi <adinraos@gmail.com>
To: Materials & Welding <materials-welding@googlegroups.com>
Sent: Tue, 7 December, 2010 4:56:01 PM
Subject: [MW:8567] Re: Weld Weave

Thank Q all

If weave length is increased what will be corrective action
By taking Hardness values can we accept the weld?

Please advise
Adi.............





On Dec 7, 1:51 pm, Ahmed Husain <ahmr...@yahoo.com> wrote:
> Can you please specify the paragraph no/detail. I have 2004 addition, and I
> could not find it in general notes.
>  A. Husain
>
> ________________________________
> From: joshi jaydeep <jaydeep.p.jo...@gmail.com>
> To: materials-welding@googlegroups.com
> Sent: Tue, December 7, 2010 6:19:02 AM
> Subject: Re: [MW:8539] Weld Weave
>
> Good information....Just a slight correction, It is on page no. 18 of 2007 ASME
> Sec II C.
>
>  
>
> On Mon, Dec 6, 2010 at 6:09 PM, PRAMODH NAIR <pramodhnai...@yahoo.com> wrote:
>
> As per the ASME Sec II Part C page no 11 in the general notes indicates weld
> layer shall be no more than 2.5 times of the diameter of the core wire. 
>
> >M.R.Pramodh
> >Sr.QC-Insallah Gas Compression
>
> ________________________________
> From: BHARAT GOLE <bharatg...@hotmail.com>
>
>
>
> >To: Material Welding <materials-welding@googlegroups.com>
> >Sent: Mon, December 6, 2010 7:00:34 AM
> >Subject: RE: [MW:8522] Weld Weave
>
> >More weaving will also cause more dilution !
> >Regards
>
> >Bharat B. Gole
>
> > 
>
> >________________________________
>
> Date: Mon, 6 Dec 2010 11:05:27 +0530
>
>
>
> >Subject: Re: [MW:8520] Weld Weave
> >From: jaydeep.p.jo...@gmail.com
> >To: materials-welding@googlegroups.com
>
> >EN standards recommend to limit the weave width to 3 times electrode diameter
>
> >ASME Code doesn't suggest the limit of weaving but  as a good engineering
> >practice,  it is restricted to 3 x Electrode Dia in case of SMAW and 12-13mm
> >Max. in case of FCAW / GMAW.
>
> >Effect of weaving:
> >1. Reduction in number of passes to be deposited
> >2. increasing the heat input
> >3. Higher weaving also results in reduction of shielding gas at the edges if the
> >parameters are not properly set
> >4. It affect the side wall fusion, need to ensure the proper dwell time at the
> >ends
> >5. Weaving speed need to be control otherwise causes the arc deflication
> >6. Higher weaving causes the reduction in impact properties
>
> >Jaydeep Joshi | TDW India Limited
> >Plot No 16 | Phase –III | Alindra – Savli G.I.D.C | Taluka : Savli | Vadodara –
> >391 775
> >Board: +91-2667- 619900| Fax : +91- 2667- 619501| Extension : 7845
> >E-Mail : jaydeep.jo...@tdwilliamson.com  |www.tdwilliamson.com
> >Cell: +91 9978959626
> >P    Before printing, Think about ENVIRONMENTAL responsibility
> >  
>
> >On Sun, Dec 5, 2010 at 8:30 PM, Adi <adinr...@gmail.com> wrote:
>
> >Dear all
>
> >>if the weld weave length increased What will happen to weld and what
> >>is the corrective action to be taken for weld
> >>please advise
> >>is any code reference, please tell me
>
> >>Adi
>
> >>--
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> >applicable code/standard/contract documents.
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> --
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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.- Hide quoted text -
>
> - Show quoted text -- Hide quoted text -
>
> - Show quoted text -

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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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