vthomidis
Mechanical
- Jun 17, 2010
- 73
Hello everybody,
It is true that the Q+T issue has been thouroughly and often discussed in many threads, but here is just my mention of a situation I faced recently.
To begin with, the following refers to European market.
Some ( quite a few ) years ago I used to purchase steel plates
mainly in size of 60 x 3000 x 8000 mm in quality 42CRMO4 in Quenched an Tempered condition ( min. tensile strength 900 MPa )
The supplying steel mill was a well known German manufacturer, now having been merged and acting under a different brand name.
Over the last 3-4 years same requierement has been brought up again for plate of same thickness but in 2200 x 7000 mm format .
However, now steel mills persistently reject in applying the Q+T heat treatment, providing only normalizing condition.
Their reason is that, Q+T has to be effected in cut/machined products ( rings, segments etc. ) i.e. only after they have "reached" their final shape - mentioning that even in that case distortion is quite possible.
Furthermore, independent hardening shops, also reject in applying
the Q+T treatment in the plate mentioning that eveness of the plate will be a "mess" and that subsequent straighting possibility can't be guaranteed.
Of course, the fact that such heat treatment is generally applied on "finished" products is well known.
On the other hand :
- Proccessing of Q+T plate has been done in the past with no
actual problems.They were cut in curved sections ( to form a
ring after being welded )
- EN 10083-2 standard specifies the production of steel plate of
said quality and condition.
I am sure that the mills' and shops' concerns are justified but....is it a really a "dead end" situation ?
It is true that the Q+T issue has been thouroughly and often discussed in many threads, but here is just my mention of a situation I faced recently.
To begin with, the following refers to European market.
Some ( quite a few ) years ago I used to purchase steel plates
mainly in size of 60 x 3000 x 8000 mm in quality 42CRMO4 in Quenched an Tempered condition ( min. tensile strength 900 MPa )
The supplying steel mill was a well known German manufacturer, now having been merged and acting under a different brand name.
Over the last 3-4 years same requierement has been brought up again for plate of same thickness but in 2200 x 7000 mm format .
However, now steel mills persistently reject in applying the Q+T heat treatment, providing only normalizing condition.
Their reason is that, Q+T has to be effected in cut/machined products ( rings, segments etc. ) i.e. only after they have "reached" their final shape - mentioning that even in that case distortion is quite possible.
Furthermore, independent hardening shops, also reject in applying
the Q+T treatment in the plate mentioning that eveness of the plate will be a "mess" and that subsequent straighting possibility can't be guaranteed.
Of course, the fact that such heat treatment is generally applied on "finished" products is well known.
On the other hand :
- Proccessing of Q+T plate has been done in the past with no
actual problems.They were cut in curved sections ( to form a
ring after being welded )
- EN 10083-2 standard specifies the production of steel plate of
said quality and condition.
I am sure that the mills' and shops' concerns are justified but....is it a really a "dead end" situation ?