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    Emergency Assessment and Repairs of a Process Tower Subjected to Corrosion Under Insulation

    Source: Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003::page 541
    Author:
    Clay D. Rodery
    DOI: 10.1115/1.2748838
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A large process tower in a petroleum refinery was discovered to have severe corrosion under insulation (CUI) in two areas. The areas were confined to the vicinity of external rings, but spanned 360deg of the tower. The remaining thickness of the shell in these areas ranged from 3mm to 9mm (0.13in. to 0.35in.) (original thickness was 23mm(15∕16in.)). The tower was assessed for immediate risk of collapse and emergency stabilizing bracing was installed while options for a permanent repair could be defined and selected. An external automated weld overlay technique was selected as a permanent repair method that restored the corroded areas to original thickness. This paper describes the engineering process taken to assess the immediate risk of collapse of the tower, including the emergency repairs taken to stabilize the tower. The review and selection of longer term repair options and the analysis involved in coordinating the removal of the emergency repairs with the installation of the permanent repairs in such a manner that the tower was returned to service well ahead of schedule are also covered.
    keyword(s): Maintenance , Corrosion , Insulation , Shells , Project tasks , Thickness AND Vessels ,
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      Emergency Assessment and Repairs of a Process Tower Subjected to Corrosion Under Insulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/136679
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    contributor authorClay D. Rodery
    date accessioned2017-05-09T00:25:30Z
    date available2017-05-09T00:25:30Z
    date copyrightAugust, 2007
    date issued2007
    identifier issn0094-9930
    identifier otherJPVTAS-28483#541_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/136679
    description abstractA large process tower in a petroleum refinery was discovered to have severe corrosion under insulation (CUI) in two areas. The areas were confined to the vicinity of external rings, but spanned 360deg of the tower. The remaining thickness of the shell in these areas ranged from 3mm to 9mm (0.13in. to 0.35in.) (original thickness was 23mm(15∕16in.)). The tower was assessed for immediate risk of collapse and emergency stabilizing bracing was installed while options for a permanent repair could be defined and selected. An external automated weld overlay technique was selected as a permanent repair method that restored the corroded areas to original thickness. This paper describes the engineering process taken to assess the immediate risk of collapse of the tower, including the emergency repairs taken to stabilize the tower. The review and selection of longer term repair options and the analysis involved in coordinating the removal of the emergency repairs with the installation of the permanent repairs in such a manner that the tower was returned to service well ahead of schedule are also covered.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleEmergency Assessment and Repairs of a Process Tower Subjected to Corrosion Under Insulation
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2748838
    journal fristpage541
    journal lastpage549
    identifier eissn1528-8978
    keywordsMaintenance
    keywordsCorrosion
    keywordsInsulation
    keywordsShells
    keywordsProject tasks
    keywordsThickness AND Vessels
    treeJournal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003
    contenttypeFulltext
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