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20000m^3外浮顶罐浮盘及支柱失效分析

Analysis on the Failures of Floating Roof and Supporting Legs in a 20 000 m^3 Tank
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摘要 对一座20000m^3外浮顶罐浮盘及支柱的失效进行了理论分析,认为支柱减薄是引起浮盘失效的直接原因。同时指出,若在油罐支柱无意外减薄情况下仍然采用现行的支柱设计原则,在单盘及两个浮舱进油后不采取合理措施,此时停罐落盘,则浮盘和支柱仍要发生事故。因此,进行支柱及浮船的稳定性枝核,细化储罐的操作规程并采取相应措施,此类事故是可以避免的。 An analysis on the failures of floating roof and supporting legs in a 20 000 m3 tank has been made. It is considered that the thinning of the leg-wail is a major cause of the floating roof's failure. Meanwhile,it is pointed out that if the current design principle for supporting-leg is still to be adopted,the failures of floating roof and supporting-legs will not be avoided as yet when a large quantity of oil is unexpectely stored on the floating roof and any 2 pontoons. Therefore)conducting stability checking for the supporting-leg and floating roof and taking effective countermea-sures against the failures,this kind of accident can be avoided.
出处 《油气储运》 CAS 北大核心 1999年第5期8-11,共4页 Oil & Gas Storage and Transportation
关键词 外浮顶罐 浮顶 支柱 失效原因 计算 油罐 outer floating roof tank,floating roof,supporting leg,failure,cause,analysis,calculation
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参考文献2

  • 1徐灏主编..机械设计手册 第一卷[M].北京:机械工业出版社,1991:1632页.
  • 2潘家华编..油罐及管道强度设计[M].北京:石油工业出版社,1986:323.

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