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Calculation indicated that the
compressive thermal stresses in the snorkel
lining would decrease continuously after
first heat. Further wear of the snorkel inner
brick lining is mainly governed by steel
erosion and thermal cycling of the degasser.
Bricks with low creep resistance will lead to
hot deformation near to hot face, and
resulting in reduced hot strength and
potentially open joints during cooling down.
In summary, the excessive wear of
the upper snorkel brick lining at the initial
stage of a campaign was due to the thermal
stress concentration leading to the formation
of micro-cracks at the hot face, which lead
to the accelerated hot erosion.
Both preheating temperature and
initial operational conditions have been
examined for potential improvements.
Preheat procedure is now closely monitored
to ensure sufficient preheat of the whole
snorkels to a minimum temperature of about
500¡ãC. The delay between preheating and
first heat is minimised to reduce heat loss.
The first treatment starts with a gentle Ar
flow and avoiding steel grade with very
aggressive slag chemistry.
The snorkel life is often limited by
the outer castable performance. The failure
of the outer castable is primarily due to
thermal cracking and deskulling damages. A
regular scheduled deskulling has been
established to reduce the mechanical
damages likely caused by heady deskulling.
Coatings will be introduced to both steel
shell and the anchors to reduce thermal
stresses on the outer castable.

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