CASE STUDIES: IN-SITU REBUILDING OF DAMAGED ROPE DRUM SHAFTS OF SSG CRANE AND THE REPAIR OF CIRCUMFERENTIAL CRACK OF CEMENT KILN BY WELDING.
Abstract
Material failures in engineering are characterized by unwanted downtime of equipment and require the
application of sound engineering principles to rectify the problem so that it does not reoccur. The most widely
method for repairing damaged steel structures such as rope drum shaft or cracked cement kiln is by Manual
metal arc welding. The equipment mentioned have their main importance that, when they are broken down,
they cost a lot of money in lost revenue and affects a lot of people in terms of business and livelihood. The
nominal diameter (DN) 240 rope drum shaft was damaged when the roller bearing failed and abraded the shaft
bearing journal in such a way that the diameter decreased. The solution was either to order the new shaft, or
repair the existing shaft in workshops with lathe machines capable of accommodating it. Ordering the new one
will have taken a long time to deliver. Installation process would have been costly taking into consideration the
position of the hoist drum being at a height of over 40 meters above the ground, and no crane was available
in the country with required capacity. The remaining and immediate solution was to repair the damaged
bearing journal in-situ. The paper describes how the repair was carried out successfully, and has been in
operation since 1995. Recently, another failure of the same nature occurred on another equipment in which
the same assistance were sought. In 1994, the cement kiln was found to have a 270 mm length circumferential
crack on a 65 mm thick plate which needed urgent repair so that the production of cement can proceed while
waiting for replacement. The immediate repair was necessary to avoid the bending of the kiln which would
have caused uneven rotation and poor sealing of refractory bricks. The crack was on the cantilever section of
the kiln which, if the crack was allowed to grow, would have caused the section with cooler tubes to snap off.
The paper explains how the repair was carried out allowing the plant to operate for two years before segment
replacement.
application of sound engineering principles to rectify the problem so that it does not reoccur. The most widely
method for repairing damaged steel structures such as rope drum shaft or cracked cement kiln is by Manual
metal arc welding. The equipment mentioned have their main importance that, when they are broken down,
they cost a lot of money in lost revenue and affects a lot of people in terms of business and livelihood. The
nominal diameter (DN) 240 rope drum shaft was damaged when the roller bearing failed and abraded the shaft
bearing journal in such a way that the diameter decreased. The solution was either to order the new shaft, or
repair the existing shaft in workshops with lathe machines capable of accommodating it. Ordering the new one
will have taken a long time to deliver. Installation process would have been costly taking into consideration the
position of the hoist drum being at a height of over 40 meters above the ground, and no crane was available
in the country with required capacity. The remaining and immediate solution was to repair the damaged
bearing journal in-situ. The paper describes how the repair was carried out successfully, and has been in
operation since 1995. Recently, another failure of the same nature occurred on another equipment in which
the same assistance were sought. In 1994, the cement kiln was found to have a 270 mm length circumferential
crack on a 65 mm thick plate which needed urgent repair so that the production of cement can proceed while
waiting for replacement. The immediate repair was necessary to avoid the bending of the kiln which would
have caused uneven rotation and poor sealing of refractory bricks. The crack was on the cantilever section of
the kiln which, if the crack was allowed to grow, would have caused the section with cooler tubes to snap off.
The paper explains how the repair was carried out allowing the plant to operate for two years before segment
replacement.
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