真空塔绝缘下腐蚀的修复与FFS

Yeswanth Kumar Adusumilli, Siva Kumar Chiluvuri, Ayman M. Cheta
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引用次数: 0

摘要

在周转检查中,发现其中一根碳钢(sa285 Gr. C)真空塔的绝缘处有严重的腐蚀。这些设备已经服役了46年。腐蚀是在柱的整个圆周上,紧靠加强环的位置。由于管壁损失很大,因此需要焊接全周补片来封装腐蚀区域。根据ASME pc -2[2]的要求,设计了带有增强塞焊缝的全圆周搭接贴片,并在现场制作和安装。在对贴片焊缝进行染料渗透检查时,在角焊缝的脚趾处发现了细小的裂纹。随后对贴片焊缝进行的相控阵超声检测表明,裂纹位于柱壳(基材)表面,从贴片的角焊缝趾部和角焊缝下方开始。对焊缝前几段发现的裂纹进行研磨,并通过适当的预热和后加热重新焊接。然而,在基材中仍然观察到一些裂纹,尽管与以前的焊接相比,裂纹的大小减小了。尽管在焊接过程中进行了适当的控制,但面临的挑战是,在角焊缝下方的基材表面再次出现一些小裂纹。进行了多学科审查,以了解裂缝的潜在根本原因,详细评估裂缝的风险和影响。采用基于风险的方法,根据API 579-1/ASME FFS-1[1]评估裂缝的可接受性,以确保柱的持续服务,并尽量减少周转时间的延长。后来,制定了一个长期计划来更换设备。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Repair and FFS of Vacuum Column for Corrosion Under Insulation
One of the vacuum column made of Carbon steel (SA 285 Gr. C) was found with severe corrosion under insulation during turnaround inspection. The equipment was in service for the past 46 years. The corrosion was around the full circumference of the column at a location immediately above the stiffener ring. The wall loss was extensive, which mandated a welded full circumferential patch to encapsulate the corroded region. A full circumferential lap patch with reinforcement plug welds was designed as per ASME PCC-2 [2], fabricated and installed at site. During the dye penetrant examination of the patch plate welds, fine cracks were noted at the toe of the fillet welds. A subsequent PAUT (Phased Array Ultrasonic Testing) of patch plate welds, showed that the cracks were in column shell (base material) surface initiating from toe of the fillet weld of the patch and beneath the fillet weld. The cracks found in first few sections of welds were ground and re-welded with appropriate pre-heating and post-heating. However, some cracks were still observed in base material, although with reduced magnitude compared to previous welding. Despite proper controls in place during the welding, the challenge was, some minor cracks were re-occurring at the base material surface below fillet welds. A multi discipline review was carried out to understand the potential root cause for the cracks, detailed assessment of risks and impact due to the cracks. A risk based approach was followed, in evaluating cracks for acceptance based on API 579-1/ASME FFS-1 [1], for continued service of the column and to minimise the extension of turn around duration. Later, a long-term plan was made to replace the equipment.
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