共查询到20条相似文献,搜索用时 250 毫秒
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3PE防腐蚀层联合阴极保护对管道的保护效果 总被引:1,自引:0,他引:1
采用阴极保护联合3PE防腐蚀层的方法对埋地钢质管道进行了防护。试验模拟了管道3PE防腐蚀层底漆存在、金属基体暴露、金属暴露孔处未与土壤介质接触及与土壤介质完全接触的不同情况,探讨了阴极电流与通电电位之间的关系,研究了通/断电位的负移对试样3PE防腐蚀蚀层阴极剥离的影响。结果表明,试样阴极保护电流的变化与管道3PE防腐蚀层的缺陷存在、土壤接触方式、通电电位密切相关。通/断电电位正于-0.85V(CSE)时,难以阻止试样发生腐蚀,通/断电位过度负移将造成3PE防腐蚀层的阴极剥离,使3PE防腐蚀层提前失效。 相似文献
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目的探究原油长输管道阴极保护失效的原因。方法通过管道通/断电电位测试、集输末站内外电位测试和绝缘法兰测试等方法,判断集输管线是否处于有效的保护状态,站内外阴极保护是否存在直流干扰情况,以及绝缘法兰的工作情况。结果 1~#集气站-1~#阀室管道通电电位为-850~1200 mV,断电电位为-773~788 mV,不满足比-850 mV更负的准则。站外管线通/断电电位虽然随着站内阴保电流的增大而增大,但是在电流为6、18 A时,其断电电位分别为-880 mV和-1198 mV,在保护电位范围之内(-850~1200 mV),没有产生过保护,符合国标的要求。站内外阴极保护干扰是客观存在的,可以通过调节及平衡站内外的输出,使站内外管道的保护电位在规定的电位区间之内(-850~1200 mV)。集输末站处的绝缘法兰性能良好,但是锌接地电池基本耗尽。结论管道断电电位没有达到要求,且集输末站内外阴极保护存在相互干扰,是该长输管道阴极保护失效的主要原因。 相似文献
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钢质管道外腐蚀直接评价(ECDA)过程中密间隔电位(CIPS)检测方法的应用 总被引:1,自引:0,他引:1
本文介绍了CIPS密间隔电位测量的基本原理和5种检测模式及其应用情况,并通过一次成功的实施CIPS密间隔电位测量,解析检测数据的得出通/断电电位、横/纵向电位梯度在管道防腐层破损点处的不同数据分布规律,通过该规律可以实现使用CIPS密间隔电位测量的方法,对管道阴极保护电位和管道防腐层破损点的定位。 相似文献
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Electrochemical investigations into cathodic corrosion protection using an interruption-potentiostat Stationary and instationary electrochemical investigations were carried out on iron in the cathodic and on platinum coated titanium in the anodic region for further developments on the field of the potentiostatic cathodic corrosion protection. Using the results obtained an interruption-potentiostat was developed, which allows to avoid the normally used reference-electrode at the potentiostatic cathodic protection. This becomes possible by using this interruption-potentiostat and an inert anode, whereby the flowing current is interrupted periodically for a short time. In the cut off time the anode, which is normally used as counter electrode, is now after a delay of about 30 μs the reference electrode to measure the existing potential Eist of the iron which has to be protected. This potential will be compared to the potential Esoll adjusted at the potentiostat and the difference Eist – Esoll is used for the regulation of the protection current flowing during the switch on time. The investigations carried out for some time with such an interruption-potentiostat show that iron can be protected cathodically in this way without the undesired generation of hydrogen. 相似文献
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ABSTRACTCathodic protection has been in use for almost two hundred years, yet there still exist a number of misunderstandings surrounding its application. In this paper, we question some common statements and beliefs to determine whether they are based on fact or fiction. Our questions include: What is the origin of the ubiquitous ?0.85?VCSE cathodic protection criterion and why does it work? Does cathodic protection really stop corrosion or simply reduce it to negligible levels? What does the instant off potential tell us and is it really the true polarised potential? Does hydrogen gas cause cathodic disbonding? Do the potential shifts measured during interference testing indicate real interference? The answers to these questions are important because they allow the correct interpretation of field and experimental data, based on a true understanding of the electrochemical and thermodynamic basis of cathodic protection. 相似文献
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Long‐term experiences with a cathodic protection system for steel in concrete In 1986 in Germany the first cathodic protection system for reinforced concrete structures was put into service. Installation, commissioning and the regular monitoring were scientifically supported. Due to necessary traffic related reconstruction measures the system was switch off after 15 years of service. Investigations carried out during that period should verify laboratory test results at a real structure and furthermore yield information on the long‐term behaviour concerning durability, temperature dependence, potential distribution, chloride migration etc. With increasing time of service the protection criteria could only be met by increasing the transformer rectifier voltage (the system worked in the constant voltage mode). Extensive investigations of the anode material (conductive polymer wire with a copper core) after 15 years of service showed that irreversible changes substantially decreased the polymer's conductivity limiting the functionality. Today, these kind of anodes are not used any more for the application in cathodic protection systems of reinforced concrete structures. 相似文献
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Influence of cathodic protection on the lifetime extension of painted steel structures 总被引:1,自引:0,他引:1
Y. R. Yoo H. H. Cho S. Take J. G. Kim Y. S. Kim 《Metals and Materials International》2006,12(3):255-261
For corrosion to occur on a coated metal surface, an electrochemical double layer must be established. Hence, the adhesion
between the substrate and the coating must be weakened to enable a separate thin layer of water to be formed at the interface
from water that has permeated the coating. To prevent the failure of a painted coating, we applied a cathodic protection method.
This method has been controversial for a few years because cathodic protection can induce cathodic delamination of the entire
surface, especially near the anode, and also because it is not effective on a not-wetted surface from the anode. We therefore
evaluated the efficiency of cathodic protection for 700 days in an atmospheric environment and performed surface observation,
AC impedance measurements and corrosion tests. In the case of a noncathodic protected painted steel specimen, blisters formed
after 100 days and grew in number for the remainder of the test. However, cathodic protection of the painted steel increased
the coating resistance and extended the lifetime of the coating. According to our calculation with the BEASY program, the
thickness of the water film under a rain condition barely influenced the protection potential. The high voltage of the cathodic
protection and the subsequent cathodic delamination caused the paint to peel off near the anode. Hence, the protection voltage
should be controlled in accordance with changes to the environmental condition. 相似文献
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For the corrosion protection of natural gas transmission pipelines, two methods are used, cathodic protection and a coating
technique. In the case of cathodic protection, defects are embrittled by hydrogen occurring at crack tips or surfaces of materials.
It is, however, very important to evaluate whether cracks in the embrittled area can grow or not, especially in weld metal.
In this work, on the basis of elastic plastic fracture mechanics, we performed CTOD testing under various test conditions,
such as potential and current density. The CTOD of the base steel and weld metal showed a strong dependence on the test conditions.
The CTOD decreased with increasing cathodic potential and current density. The morphology of the fracture surface showed quasi-cleavage.
Cathodic overprotection results in hydrogen embrittlement at the crack tip. 相似文献