my WPS is according to AWS D1.1 . for structural steel construction .
-- So, if I do not need to test again PQR , I just rewrite welding process layer .
Thanks all experts
Vào 23:35:43 UTC+7 Thứ Bảy, ngày 23 tháng 5 năm 2015, kannayeram gnanapandithan đã viết:
Vào 23:35:43 UTC+7 Thứ Bảy, ngày 23 tháng 5 năm 2015, kannayeram gnanapandithan đã viết:
As long as if u are not exceed deposited weldmetal thickness for each process u need not qualify
On 23-May-2015 2:30 pm, "anosh wankhade" <anosh_w...@rediffmail.com> wrote: Dear Jerry,In case the WPS is qualified according to ASME section IX, no need to re qualify WPS.Just make necessary changes in WPS and use to same PQR.Regards,Anosh
From: JERRY TUAN <jerr...@gmail.com>
Sent: Sat, 23 May 2015 10:24:11
To: material...@googlegroups.com
Subject: [MW:23014] requalified wps aws d1.1--Dear experts,i have one question, and I need your help. Thanks firstMy WPS is SAW, qualified for tube OD = 2000mm spiral welding pipe sheet pipe.my WPS is for splicing 2 pipe ( that mean you connecting 2 pipe together )the joint design is X beveland the layer step of welding is:1. GMAW at root2. cover out side SAW3. cover inside SAWso now if I want to change the step welding layer to:1. GMAW at root2. cover inside SAW3.cover out side SAWand all other parameters are not change=>> so my question is . Do I need to requalify my WPS, OR I just rewrite WPS and keep the original PQR,no need to test PQR againTHANKS FOR YOUR HELP.Jerry.
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