iam42
Industrial
- Feb 15, 2007
- 175
Hey Guys,
Hopefully someone can shed some light on a problem I have with a new customer. This problem is 2 fold, firstly it is a metallurgical issue and secondly it is a ASME code issue.
We routinely weld CS pipe to CS pipe utilizing a Stainless Steel Backing ring( it is not a backing ring but acts like one). We usually weld this joint using either a 309 consumable or inconel consumable depending on the service temps.
A customer has now asked us to make this joint using 309 to weld the root only and then the fill and cap to be welded using a carbon steel consumable. At the moment I am saying no to this on the basis of:
1. If this weld is made with mild steel electrodes to match the mild steel side of joint, the weld metal would be enriched by the wash-in of chromium and nickel from the stainless side. This intermediate chrome-nickel is usually hard and crack sensitive. (I beleive!!!)
2. The B31.1 code states that any welding between ferritic and austenitic steels shall have an austenitic structure. B31.1 127.2.1 (E)
Am I correct in the 2 points above? If so, how would you convince the customer of this?
I have attached a sketch of the joint.
Thanks for any help.
Hopefully someone can shed some light on a problem I have with a new customer. This problem is 2 fold, firstly it is a metallurgical issue and secondly it is a ASME code issue.
We routinely weld CS pipe to CS pipe utilizing a Stainless Steel Backing ring( it is not a backing ring but acts like one). We usually weld this joint using either a 309 consumable or inconel consumable depending on the service temps.
A customer has now asked us to make this joint using 309 to weld the root only and then the fill and cap to be welded using a carbon steel consumable. At the moment I am saying no to this on the basis of:
1. If this weld is made with mild steel electrodes to match the mild steel side of joint, the weld metal would be enriched by the wash-in of chromium and nickel from the stainless side. This intermediate chrome-nickel is usually hard and crack sensitive. (I beleive!!!)
2. The B31.1 code states that any welding between ferritic and austenitic steels shall have an austenitic structure. B31.1 127.2.1 (E)
Am I correct in the 2 points above? If so, how would you convince the customer of this?
I have attached a sketch of the joint.
Thanks for any help.