首页> 外文会议>Corrosion conference and expo;Corrosion 2012 >Degradation of Cement-steel Composite at Bonded Steel-cement Interfaces in Supercritical CO_2 Saturated Brines Simulating Wellbore Systems
【24h】

Degradation of Cement-steel Composite at Bonded Steel-cement Interfaces in Supercritical CO_2 Saturated Brines Simulating Wellbore Systems

机译:超临界CO_2饱和卤水模拟井筒系统中粘结钢-水泥界面水泥-钢复合材料的降解

获取原文

摘要

Geologic sequestration of CO_2 is a proposed method to dispose of greenhouse gas emissions in the earth's subsurface. Steel used in sequestration wells is protected by Portland cement, and this paper considers whether CO_2 can destroy this protection, resulting in corrosion. Steel-cement composites were exposed to supercritical CO_2 saturated brine mixtures at 50 °C, pCO_2 1 MPa simulating a typical wellbore environment. Electrochemical techniques were employed to probe corrosion behavior as the cement was progressively carbonated by CO_2. The initial corrosion rates on pre-passivated steel were negligibly small (0.005 mm/year) compared with rates of unprotected bare steel (10 mm/year). The rates increased three orders of magnitude as the iron oxide passive film was damaged by infiltrating CO_2 brine. With time, a calcium/iron carbonate scale developed resulting in corrosion rates that were almost equal to those of the initial passivated surface. Although the corrosion rates of the initial and final states were almost the same, the corrosion potentials were significantly different (-0.3 vs. -0.6 V) reflecting the different properties of the scales. When CO_2 was allowed to fully carbonate and leach the cement, the corrosion rate increased ca. 100 times and stabilized at the same level as steel without any cement coating.
机译:CO_2的地质隔离是解决地球地下温室气体排放的一种建议方法。隔离井中使用的钢受到波特兰水泥的保护,因此本文考虑了CO_2是否会破坏这种保护作用并导致腐蚀。模拟典型的井筒环境,将钢-水泥复合材料暴露于50°C,pCO_2 1 MPa的超临界CO_2饱和盐水混合物中。当水泥被CO_2逐渐碳酸盐化时,电化学技术被用来探测腐蚀行为。与未保护裸钢的初始腐蚀速率(10 mm /年)相比,预钝化钢的初始腐蚀速率可忽略不计(0.005 mm /年)。由于氧化铁钝化膜被渗透到CO_2盐水中而损坏,因此速率增加了三个数量级。随着时间的流逝,出现了钙/碳酸铁垢,导致腐蚀速率几乎等于初始钝化表面的腐蚀速率。尽管初始状态和最终状态的腐蚀速率几乎相同,但腐蚀电位却存在显着差异(-0.3与-0.6 V),反映了氧化皮的不同特性。当允许CO_2完全碳酸盐化并浸出水泥时,腐蚀速率大约增加。 100倍,并稳定在与钢相同的水平上,没有任何水泥涂层。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号