Emergency Assessment and Repairs of a Process Tower Subjected to Corrosion Under InsulationSource: Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003::page 541Author:Clay D. Rodery
DOI: 10.1115/1.2748838Publisher: 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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| contributor author | Clay D. Rodery | |
| date accessioned | 2017-05-09T00:25:30Z | |
| date available | 2017-05-09T00:25:30Z | |
| date copyright | August, 2007 | |
| date issued | 2007 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28483#541_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/136679 | |
| description 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. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Emergency Assessment and Repairs of a Process Tower Subjected to Corrosion Under Insulation | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 3 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.2748838 | |
| journal fristpage | 541 | |
| journal lastpage | 549 | |
| identifier eissn | 1528-8978 | |
| keywords | Maintenance | |
| keywords | Corrosion | |
| keywords | Insulation | |
| keywords | Shells | |
| keywords | Project tasks | |
| keywords | Thickness AND Vessels | |
| tree | Journal of Pressure Vessel Technology:;2007:;volume( 129 ):;issue: 003 | |
| contenttype | Fulltext |