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Electrochemical study on the behaviour of steel for prestressed concrete in alkaline solutions: Influence of chloride ions

机译:碱性溶液中预应力混凝土用钢的电化学研究:氯离子的影响

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The paper presents the results of study on the electrochemical behaviour of prestressing steel in aqueous suspensions of cements, with various levels of chloride concentration by using the cyclic potentiodynamic polarization technique. The electrochemical measurements were performed on two types of high-strength steel used as tendons for prestressed concrete: cold-drawn steel and thermally treated (quenched and tempered). The anodic potentiodynamic polarization curves of steel specimens in aqueous suspension of Portland cement CEM I (pH = 12.7) with 0.0001 ÷ 1.0 M [Cl~-] were traced starting from the potential of -1000 mV/SCE with a forward (in the noble direction) scan rate of 0.556 mV/s. The polarization direction was reversed with the same backward scan rate once the oxygen release potential (E_(O2)) was reached in order to establish whether or not the steel surface remains in the passive state. Depassivation action of chloride ions was established by determining the potential of that observe at a sudden increase of current density. The "passivity breakdown (pitting) potential" (E_R) or pitting potential (E_(pit)) of steel was determined depending on the shape of the polarization curves, chloride ions concentration and type of steel. The obtained results allow the definition of a critical chloride ion concentration (chloride threshold) below which no prestressing steel depassivation occurs, with a value of 0.01 M [Cl~-], respectively 0.0355% Cl~- (% by cement mass). The potentiodynamic polarization method is a fast, selective and efficient method for the comparative study of the influence of cements, additives and admixtures on electrochemical corrosion behaviour of different types of prestressing steel in concrete.
机译:通过循环电位动力极化技术,研究了预应力钢在水泥中的水悬浮液中,氯化物浓度不同的情况下的电化学行为。电化学测量是在两种用作预应力混凝土的钢筋的高强度钢上进行的:冷拔钢和热处理(淬火和回火)。从-1000 mV / SCE的正向电位开始(在贵金属中),在0.0001÷1.0 M [Cl〜-]的波特兰水泥CEM I(pH = 12.7)的水悬浮液中,绘制了钢试样的阳极电势极化曲线。方向)扫描速率为0.556 mV / s。一旦达到氧气释放电位(E_(O2)),极化方向就以相同的后向扫描速度反转,以确定钢表面是否保持被动状态。通过确定在电流密度突然增加时观察到的电位来建立氯离子的去钝化作用。根据极化曲线的形状,氯离子浓度和钢的种类来确定钢的“钝化击穿(点蚀)电位”(E_R)或点蚀电位(E_(pit))。获得的结果允许定义临界氯离子浓度(氯离子阈值),低于该临界氯离子浓度时不发生预应力钢的钝化,其值为0.01 M [Cl〜-]或0.0355%Cl〜-(水泥质量%)。电位动力极化法是一种快速,选择性和有效的方法,用于比较水泥,添加剂和掺合料对不同类型的预应力钢在混凝土中的电化学腐蚀行为的影响。

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