用电化学参数定量测定钢筋腐蚀状态

M. He, Xin‐rong Li
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引用次数: 3

摘要

本文通过测量自制阳极阶梯监测系统在不同环境条件下的大电流和电位差,分析了电化学参数与钢筋腐蚀状态的关系。实验室试验表明,阳极梯监测系统能较好地判断钢筋的腐蚀状况,为结构耐久性评价和剩余寿命预测提供依据。钢筋混凝土是工程中应用最广泛的建筑材料。钢筋混凝土结构在使用环境不利因素的长期作用下,其耐久性逐渐下降。目前,国际上发表了许多预测混凝土耐久性寿命的“模型”,并正在进行更多的研究。研究最多的“模型”是与腐蚀有关的“模型”,特别是钢筋腐蚀与混凝土耐久性的关系,是研究最普遍和深入的。钢筋锈蚀引起的钢筋混凝土结构耐久性问题越来越受到工程界的重视。钢筋腐蚀的早期检测和诊断是钢筋混凝土结构耐久性评估、剩余寿命预测和维修方案选择的重要前提。开发准确可靠的钢筋腐蚀现场监测技术已成为国内外学者关注的焦点。为了监测混凝土中钢筋的腐蚀情况,需要通过传感器测量一些电化学参数。这些电化学参数包括:电位分布、大电流、混凝土电阻等。其中,大电流的测量是一种比较简单易行的方法,在钢筋腐蚀的测量中得到了广泛的应用。利用这种方法,近年来,许多国家都开发了监测钢筋腐蚀的阳极传感器系统,德国亚琛工业大学土木工程研究所开发了一种典型的梯形阳极梯架混凝土结构预埋耐久性无损监测系统,通过在混凝土中埋入不同深度的钢筋传感器,可以长期测量混凝土中钢筋的腐蚀程度和腐蚀深度;该方法已在许多国家投入工程应用。本文在实验室中设计了一种自制的多组阳极阶梯监测系统。采用半电池电位测试的方法,在不同浓度的环境溶液中获得了各阳极钢筋的腐蚀状态和电化学参数的变化,得到了确定钢筋腐蚀状态的电化学参数判据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantitative determination of corrosion status of rebar by electrochemical parameters
In this paper, the relationship between electrochemical parameters and corrosion status of rebar was analyzed by measuring macro-current and potential difference of self-made anode ladder monitoring system under different environmental conditions.Laboratory tests show that the anode ladder monitoring system can better judge the corrosion status of steel bars and provide a basis for structural durability evaluation and remaining life prediction. Reinforced concrete is the most widely used building material in engineering. The durability of reinforced concrete structure gradually declines under the long-term action of unfavorable factors in using environment. At present, there are many "models" for predicting the durability life of concrete published in the world, and more researches are being carried out. The most studied "model" is the "model" related to corrosion, especially the relationship between reinforcement corrosion and concrete durability, is the most common and in-depth research. The problem of durability of reinforced concrete structures caused by corrosion of reinforcing bar has been paid more and more attention in engineering field. Early detection and diagnosis of reinforcement corrosion is an important prerequisite for durability evaluation, remaining service life prediction and maintenance scheme selection of reinforced concrete structures.The development of accurate and reliable on-site monitoring technology of reinforcement corrosion has become the focus of scholars at home and abroad. In order to monitor the corrosion of reinforcement in concrete, some electrochemical parameters need to be measured by sensors. These electrochemical parameters include: potential distribution, macrocurrent, concrete resistance, and so on. Among them, the measurement of macrocurrent is a relatively simple and easy method, which has been widely used in the measurement of reinforcement corrosion. Using this method, in recent years, many countries have developed anodic sensor systems for monitoring reinforcement corrosion, a typical non-destructive monitoring system for the embedded durability of TRAPEZOIDAL anode ladder concrete structure is developed by the Institute of Civil Engineering, Aachen University of Technology, Germany, the corrosion degree and depth of steel bar in concrete can be measured for a long time by embedding steel bar sensors with different depths in concrete, which has been put into engineering application in many countries. In this paper, a self-made multi-group anode ladder monitoring system is designed in the laboratory. The corrosion status of each anode steel bar and the change of electrochemical parameters are obtained by using the method of half-cell potential test in the environmental solution of different concentrations, the criterion of electrochemical parameters to determine the corrosion status of rebar was obtained.
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