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金属材料在海水中的接触腐蚀研究 总被引:4,自引:0,他引:4
介绍了金属(或合金)在海水中电偶序的测定和不同金属(或合金)在各种海水环境中接触时形成的电偶腐蚀,并结合实际生产部门中一些接触腐蚀损害现象,讨论了海水中金属接触腐蚀的原因及影响因素。 相似文献
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某种金属材料在电解质中由于与他种金属材料电接触而大大加快其本身的腐蚀速度,这一现象称为接触腐蚀。在海洋工程中,接触腐蚀是一个广泛存在,危害很大,而又很易被忽视的问题。国外对此已有很多研究。本工作对16Mn钢能否与101钢在海水中搭配使用问题进行了研究,取得了一些有助于认识海洋工程接触腐蚀实质及其危害的结果。 相似文献
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随着工业的高速发展和人口的急剧増加及环境污染的加剧,淡水资源危机已引起世界各国的普遍关注。据统计,城市用水中工业用水通常占80%左右,而工业用水中有80%是工业冷却用水,所以开发利用海水代替淡水直接作冷却用水是节约淡水的重要途径。海水直流冷却系统具有深海取水温度低且恒定、冷却效果好和系统管理简单等优点,但必须具备以下条件:(1)管道系统防除生物附着污损;(2)管道系统的防结垢;(3)金属腐蚀与防护。多年来有关方面虽然相应地采取了许多措施,但由于主设备通常需常年连续运行,因而往往出现在某段时间、某些部位上效果降低与失效。现行的对海水环境中生物附着腐蚀检测主要采取取样离位分析方法,其结果与实际状态有差异,且生过程中许多重要部位,如海上平台、浮码头、船舶、海滨电厂、化工厂的海水冷却系统和海水管路的管道内、及死角区都很难取样,必要时只有定期停机检查(侯保荣1998; Efird,1976;吉井彻,1967),造成很大的经济损失。
防止海水环境中的金属设施遭受海水腐蚀和海洋生物污损的方法很多,通常采用阴极保护、防污涂料、电解海水或电解重金属等方法,但这些方法的缺点是:(1)阴极保护能防止金属腐蚀而不能防止海洋生物附着;(2)防污涂料涂刷一次,只能用3-5年,对许多一次性埋入水中的管件无法进行二次补涂,防污涂料所释放出的毒物将长期污染环境;(3)利用电解海水或电解重金属所产生的次氯酸钠或重金属离子来进行防污,即电解防污效果明显,但对金属防腐的作用不大(侯保荣,1999;陈光章,1994;马土德,1996)。总结前人的经验,经过多年的研究,我们利用电化学方法研制出既能防止金属海水腐蚀又能防生物附着的双防与检测新技术系统装置,已通过实海实验,取得了良好的效果。 相似文献
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SYFl—1型海洋金属防腐装置是一种用于潮汐发电设备、海洋石油平台、输送海水管道、船舶等海洋金属防腐的装置。文中对该装置的工作原理、组成、主要技术性能、特点以及实现方法作了概要描述。 相似文献
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热浸镀用锌及锌铝合金的恒电流电化学性能 总被引:3,自引:0,他引:3
在海水腐蚀过程中,热浸镀层金属(或合金)对钢铁基体的阴极保护作用是很重要的因素,只有驱动电位大且稳定、电流效率高、表面腐蚀均匀的镀层才能保证钢材在海水中使用长久。作按照国标GB/T171848-1999的要求对几种典型的热浸镀用锌及锌铝合金测试了开路电位、工作电位,计算了电流效率,观察了腐蚀产物脱落情况及腐蚀均匀性,评价了各种典型镀层金属(合金)的电化学保护性能。研究表明,Zn的电化学性能最好,Zn-55A1-1.6Si合金的电化学性能最差,Zn-5Al-0.2RE、Zn-5Al-0.1Mg、Zn-6Al-3Mg、Zn-11AL-3Mg-0.2Si、Zn-25AL-0.2Mg-0.2Si和Zn-25Al-0.2RE-0.2Si合金介于二之间。 相似文献
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Factors affecting corrosion and approaches for improving durability of ocean reinforced concrete structures 总被引:1,自引:0,他引:1
Investigation shows that concrete corrosion is a common problem for ocean reinforced concrete (R.C.) structures along China’s coast. A discussion of the corrosion characteristics, based on real project cases and field surveys, is presented in this paper. These factors that might affect corrosion, such as environmental effects, construction quality, cover thickness, property of the concrete material and structure type, are evaluated. Based on the analysis of these corrosion characteristics and affecting factors, the approaches available to improve the durability of ocean R.C. structures are proposed. 相似文献
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非黏结柔性管道是海洋油气开发的重要装备,在海水环境中,抗拉铠装层发生腐蚀会对安全运行产生严重威胁,因此明确抗拉铠装层腐蚀机理、对柔性管道的检测和对抗拉铠装层的腐蚀评估十分重要。抗拉铠装层腐蚀与环空的气体环境和水环境有关,采用合适的检测方法和设备检测环空,可以帮助判断其腐蚀情况,并为腐蚀疲劳寿命评估和应对策略制定提供参考。针对抗拉铠装层腐蚀机理、非黏结柔性管道检测、腐蚀疲劳寿命评估和腐蚀应对措施进行了总结,指出机理研究和检测评估方法的不足,为国内柔性管道抗拉铠装层腐蚀研究和完整性管理提供参考。 相似文献
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Study on Interaction Relationship for Submarine Pipeline with Axial Corrosion Defects 总被引:2,自引:0,他引:2
Corrosion is one of the main reasons to cause the operation accident of submarine oil and gas transmission pipelines. As the major corrosion pattern in submarine pipelines, the effects of corrosion clusters consisting of the adjacent corrosion defects on failure pressure are investigated through non-linear large-deformation finite element method. Typically, the failure behavior and limit strength of submarine pipeline with axial groove-groove corrosion defect pair exposed to internal pressure are analyzed. The effects of corrosion depth and axial spacing between a pair of corrosion defects on failure pressure are concluded. An interaction relationship for corrosion defects in pipelines, as well as prediction formulations for assessing the remaining strength of corroded pipelines are proposed. The expressions based on the proposed interaction relationship give more accurate results than the methods used in the existing design guidelines. 相似文献
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It is inevitable that marine structures suffer from corrosion and extreme cyclic loading. In order to study the influence of corrosion damage and cumulative fatigue damage on mechanical properties of marine steel, high performance steel NV-D36 was analyzed under electrochemical corrosion and cyclic loading. It was found that corrosion damage can reduce the elastic modulus, yield strength, ultimate stress and ultimate strain of steel NV-D36. And it was also found that cumulative fatigue damage will increase the ultimate stress of steel NV-D36 and reduce the ultimate strain of steel NV-D36. The effect of double damage on mechanical properties of steel NV-D36 was coupled with these two kinds of damage. The Chaboche model parameters calibrated under incremental cyclic loading scheme can exactly describe the stiffness and peak stress of steel NV-D36. 相似文献
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Corrosion of offshore platforms is inevitable. In an ocean corrosion environment, the strength of a platform is weakened greatly. When simultaneously subjected to earthquakes or other extreme loads, the ultimate bearing capacity of the corroded platform is dramatically reduced, resulting in compounded damage from both corrosion and earthquake. Thus, the influence of corrosion cannot be neglected in the seismic performance investigation of platforms. The commonly used corrosion model in platform design is uniform corrosion, and the corrosion rate rule for any parts or zones in a platform is the same. In real cases, however, there are significant differences between the corrosion characteristics in different parts of a platform. Based on theoretical aspects and measured data, a zonal time-variant corrosion model of a platform is developed for a seismic collapse performance investigation. The pushover and incremental dynamic analysis (IDA) methods are adopted here to calculate the collapse margin ratio (CMR), there serve strength ratio (RSR) and ductility coefficient (μ) that are frequently used for the safety reserve evaluation of a platform. The failure reason and collapse probability of platforms considering different service periods are compared. The most prominent feature of the proposed time-variant zonal corrosion model is to capture potential switch of weak location and resulting failure path of corroded jacket offshore platforms although the proposed model needs further calibration by more reliable in-field measured data. As expected, corrosion can definitely cause a reduction in earthquake resistance of a jacket offshore platform, as well as ultimate deformability. The coupled effect between the time-variant vibration properties of the platform and the spectral characteristics of selected motions, the collapse-level spectral acceleration (SA) does not always decrease with increasing corrosion degree. The curves corresponding to normalized CMR and RSR agree very well with each other in the early corrosion development stage and service period beyond 30 years. Some distinct differences can be found during the two stages, with the greatest difference up to 10% for the example platform. 相似文献
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基于EIFS和P-M的海底管道腐蚀疲劳寿命预测 总被引:1,自引:1,他引:0
鉴于腐蚀疲劳损伤的特殊性,研究了点蚀过程和腐蚀疲劳裂纹扩展过程。基于等效初始缺陷尺寸(EIFS)和线性累积损伤理论(P-M)方法,消除了点蚀形核、蚀坑生长及腐蚀疲劳短裂纹扩展对腐蚀疲劳寿命预测的影响;避免了基于单点蚀坑建立的腐蚀疲劳寿命预测表达式的弊端;合理地简化了随机荷载下腐蚀疲劳寿命的预测流程。利用现有试验数据,对基于EIFS和P-M方法建立的腐蚀疲劳寿命预测表达式进行了模型验证。结果显示,所提模型的有效性和合理性得到了验证,为工程实际中海底管道的腐蚀疲劳寿命预测提供了一种可行方法。 相似文献