CO2地质封存注入井固井水泥:腐蚀机理、改性与应用研究进展

Advances in research on CO2 corrosion mechanisms, modification, and application of cements for injection wells in geologic CO2 sequestration

  • 摘要:
    背景和方法 CO2地质封存注入井的井筒完整性是保障封存项目长期安全运行的关键,而固井水泥作为维持井筒完整性的一级屏障,其在CO2封存环境中的耐久性已成为国内外研究热点。系统综述了固井水泥在CO2封存工况下的化学腐蚀机制、抗腐蚀改性技术、非硅酸盐水泥体系的研究进展,并展望了未来发展方向。
    进展 (1)硅酸盐水泥腐蚀本质为其水化产物Ca(OH)2和C-S-H在酸性CO2环境下的反应。其中Ca(OH)2优先消耗,而C-S-H具有相对更强的稳定性,在硅酸盐水泥改性设计中适度保留Ca(OH)2可在碳化过程中发挥缓冲作用,有利于长期性能维持。(2)虽然多数室内加速实验表明硅酸盐水泥在CO2环境中存在明显退化,但以美国SACROC区块为代表的现场实证表明,在良好胶结条件下,硅酸盐水泥仍可提供数十年有效的密封。这一差异揭示了当前实验评价体系在模拟真实井下环境(如围压、地层水化学、动态温压条件等)方面的不足。(3)提升硅酸盐水泥抗CO2腐蚀性能的主要途径包括降低基体渗透率、掺入惰性或活性填料调控反应产物以及采用表面防护涂层技术等,其中纳米SiO2具有微观结构优化及火山灰反应协同效应,是硅酸盐水泥抗碳化能力的有效改性材料。(4)改性硅酸盐水泥在部分CCS-EOR项目中已展现出足够的密封能力,但其热力学亚稳态本质使其在极端工况下仍存在长期耐久性隐忧。对于以永久封存为目标的CCS-GS井,非硅酸盐水泥体系成为更优选择。
    展望 当前,针对CO2封存环境下水泥长期完整性的实验评价仍缺乏统一标准,方法差异导致数据可比性不足。未来需建立涵盖低温、动态腐蚀条件并注重沉降稳定性的标准化测试体系,以提升评估结果的工程指导价值。此外,非硅酸盐水泥体系虽能从根本上规避碳化风险,但在实际应用可行性与现场操作性方面仍存在局限,需在材料性能调控、施工适配性与成本效益方面开展进一步系统研究。

     

    Abstract:
    Background and Merhod  The wellbore integrity of CO2 injection wells plays a critical role in maintaining the long-term safe operation of geologic CO2 sequestration (GCS) projects. Well cement serves as the foremost wellbore integrity barrier, and its durability under GCS has emerged as a hot research topic both at home and abroad. This study systematically reviews the advances in research on the chemical corrosion mechanism of well cement under the operating conditions of GCS, technologies for cement modification for enhanced resistance to CO2 corrosion, and non-Portland cement systems. Furthermore, the directions for the future development of well cement are proposed.
    Advances The corrosion of Portland cement essentially stems from the reactions of its hydration products, Ca(OH)2 and C-S-H, in an acidic CO2 environment. Among these, Ca(OH)2 is preferentially consumed, while C-S-H exhibits a higher stability. Therefore, in the modification design of Portland cement, Ca(OH)2 can be retained appropriately as a buffer during carbonation reactions. This measure helps maintain the cement performance for the long term. Although most laboratory acceleration experiments have revealed significant degradation of Portland cement when exposed to a CO2 atmosphere, field evidence from sites exemplified by the SACROC block in the United States indicates that Portland cement can provide effective sealing for decades under sound cementation conditions. This discrepancy highlights the inadequacy of current experimental evaluation systems in simulating actual downhole environments (e.g., confining pressure, formation water chemistry, dynamic temperature and pressure conditions). Primary approaches to enhancing the resistance to CO2 corrosion of Portland cement include reducing the cement matrix permeability, incorporating inert or active fillers to regulate the products of chemical reactions, and applying surface protective coatings. Among these, nano-SiO2 can optimize the microstructures of cement and produce a synergistic effect by participating in pozzolanic reactions, emerging as an effective material for the modification of Portland cement to enhance its carbonation resistance. Despite having exhibited sufficient sealing performance in partial carbon capture and storage-enhanced oil recovery (CCS-EOR) projects, modified Portland cement faces the risk related to long-term durability under extreme conditions due to its thermodynamic metastability. Therefore, non-Portland cement systems prove a better choice for CCS-geologic sequestration wells aimed at permanent CO2 sequestration.
    Prospects  Presently, there remains a lack of unified standards for the experimental evaluation of long-term cement integrity under GCS conditions, leading to insufficient comparative data arising from methodological differences. In the future, it is necessary to establish standardized testing systems that cover low-temperature, dynamic corrosion conditions while also highlighting the settlement stability of cement. The purpose is to enhance the value of evaluation results for guidance on engineering practices. Additionally, although non-Portland cement systems can fundamentally circumvent the carbonation risk, they suffer from limitations of practical applicability and field operability. Therefore, it is recommended to further conduct systematic research on material performance regulation, construction suitability, and cost effectiveness.

     

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