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ALTERNATE ANODE MATERIALS FOR CATHODIC PROTECTION OF STEEL REINFORCED CONCRETE

机译:钢筋混凝土阴极保护用交替阳极材料

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Consumable and non-consumable anodes were evaluated in the laboratory for use in cathodic protection (CP) systems for steel reinforced concrete bridges in coastal environments and in areas where deicing salts are employed. The anode materials included Zn-hydrogel and thermal-sprayed Zn, Zn-15Al, Al-12Zn-0.2In, and cobalt-catalyzed Ti. These anodes were evaluated for service in both galvanic (GCP) and impressed current (ICCP) cathodic protection systems. Impressed current CP anodes were electrochemically aged at a current density 15 times as great as that used by the Oregon Department of Transportation in typical coastal ICCP systems (2.2 mA/m~2 based on anode area). Increasing moisture at the anode-concrete interface reduced the operating voltage of all the anodes. Bond strength between the anodes and concrete decreased with electrochemical aging. The Zn-15Al and Al-12Zn-0.2In anodes provided adequate protection in GCP but their life was too short in the accelerated ICCP tests. Zinc had an adequate life in ICCP tests but was inadequate as a galvanic anode. Zinc-hydrogel performed well in both tests when the hydrogel was kept moist. Titanium was an excellent anode for ICCP, but is not suitable for GCP.
机译:在实验室中评估了可消耗阳极和不消耗阳极,以用于沿海环境和使用除冰盐区域中的钢筋混凝土桥梁的阴极保护(CP)系统。阳极材料包括Zn水凝胶和热喷涂Zn,Zn-15Al,Al-12Zn-0.2In和钴催化的Ti。对这些阳极进行了电化学(GCP)和外加电流(ICCP)阴极保护系统的使用评估。施加电流的CP阳极在电化学时效下的电流密度是俄勒冈运输部在典型沿海ICCP系统中使用的电流密度的15倍(基于阳极面积为2.2 mA / m〜2)。阳极-混凝土界面处水分的增加会降低所有阳极的工作电压。阳极和混凝土之间的粘结强度随着电化学老化而降低。 Zn-15Al和Al-12Zn-0.2In阳极在GCP中提供了足够的保护,但是在加速的ICCP测试中它们的寿命太短。锌在ICCP测试中具有足够的寿命,但不足以作为电镀阳极。当水凝胶保持湿润时,锌水凝胶在两个测试中均表现良好。钛是ICCP的极佳阳极,但不适合GCP。

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