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Published:
Dec 31, 2009Keywords:
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Tanzania Journal of Engineering and Technology (Tanz. J. Engrg. Technol.) publications are written as a basis for academic discussions. Whereas effort is made by the Editorial Board to screen out inaccurate or misleading statements, data or opinions, Tanz. J. Engrg. Technol. wishes to make it clear that the contents of the articles are the sole responsibility of the authors. Accordingly, the Editorial Board and editors, publisher, College of Engineering and Technology and the University of Dar es Salaam accept no responsibility or liability whatsoever for the opinions, inaccurate or misleading data or statement and views expressed by the authors.
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Main Article Content
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.
