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玻璃纤维对超高温加砂油井水泥力学性能和微相组分的影响

张正荣 刘慧婷 于永金 纪宏飞 赵子童 柯扬船

张正荣,刘慧婷,于永金,等. 玻璃纤维对超高温加砂油井水泥力学性能和微相组分的影响[J]. 钻井液与完井液,2026,43(3):381-387 doi: 10.12358/j.issn.1001-5620.2026.03.011
引用本文: 张正荣,刘慧婷,于永金,等. 玻璃纤维对超高温加砂油井水泥力学性能和微相组分的影响[J]. 钻井液与完井液,2026,43(3):381-387 doi: 10.12358/j.issn.1001-5620.2026.03.011
ZHANG Zhengrong, LIU Huiting, YU Yongjin, et al.The influence of glass fibers on the mechanical performance and microphase composition of sand-added oil well cement under ultra-high temperature[J]. Drilling Fluid & Completion Fluid,2026, 43(3):381-387 doi: 10.12358/j.issn.1001-5620.2026.03.011
Citation: ZHANG Zhengrong, LIU Huiting, YU Yongjin, et al.The influence of glass fibers on the mechanical performance and microphase composition of sand-added oil well cement under ultra-high temperature[J]. Drilling Fluid & Completion Fluid,2026, 43(3):381-387 doi: 10.12358/j.issn.1001-5620.2026.03.011

玻璃纤维对超高温加砂油井水泥力学性能和微相组分的影响

doi: 10.12358/j.issn.1001-5620.2026.03.011
基金项目: 中国石油集团公司科技项目“干热岩资源勘探开发关键技术研究”(2022DJ5503)和“油气藏与薄盐层储库井筒治理及快速建库方法”(2023DJ8308);国家自然科学基金面上项目“理想等效水泥模型萌生裂纹机理及其原位愈合与阻隔效应”(51974339)。
详细信息
    作者简介:

    张正荣,博士研究生,1993年生,现在从事固井水泥新材料研究工作。电话 18810062651;E-mail:zzr130618@163.com

    通讯作者:

    柯扬船,教授,博士生导师。电话 (010)89733270;E-mail:key@cup.edu.cn

  • 中图分类号: TE256

The Influence of Glass Fibers on the Mechanical Performance and Microphase Composition of Sand-Added Oil Well Cement under Ultra-High Temperature

  • 摘要: 在深井及超深井作业中,超高温高压等复杂工况对油井水泥石的力学性能提出了更高要求。掺石英砂是抑制水泥强度衰退最常用的手段,但在200 ℃以上功效减弱,因此探讨了玻璃纤维对超高温加砂水泥性能及微相组分的影响规律。选取嘉华G级油井水泥,掺入50%的200目石英砂,加入不同加量玻璃纤维Z-GF,在240 ℃和20.7 MPa下进行养护。结果表明,玻璃纤维能缓解超高温下水泥石强度的下降。确定玻璃纤维最佳掺量为5%,其28 d抗压强度达38.3 MPa,较2 d和7 d分别提升了32.5%和18.9%。固化28 d后,未加Z-GF水泥水化产物托贝莫来石转变为硬硅钙石,并生成透辉石新相,而含5%Z-GF的水泥石则以托贝莫来石为主;与未加Z-GF水泥相比,含5%Z-GF的水泥石小尺寸纳米孔(<20 nm)占比显著增加,由18.88%增加至39.56%。玻璃纤维和石英砂与CH反应,消耗多余SiO2,提高了水泥石长期强度。小尺寸纳米孔的增加和托贝莫来石的生成是抑制高温水泥石强度衰退的重要因素。

     

  • 图  1  240 ℃下不同养护龄期不同玻璃纤维掺量加砂水泥石抗压强度曲线

    图  2  对照加砂水泥石(J0)矿物组成分析

    图  3  玻璃纤维加砂水泥石(J5)矿物组成分析

    图  4  对照加砂水泥和5%玻璃纤维加砂水泥SEM图片(240 ℃)

    图  5  对照加砂水泥(J0)和玻璃纤维加砂水泥(J5)硬化浆体的孔隙分布微分曲线

    图  6  掺入5%玻璃纤维加砂水泥浆的稠化曲线(220 ℃×130 MPa×110 min)

    图  7  现场实验稠化曲线(179 ℃×123 MPa×100 min)

    表  1  各实验材料的组分

    %
    实验材料 SiO2 Al2O3 CaO Fe2O3 TiO2 SO3 K2O MgO P2O5 Na2O
    水泥 19.478 3.403 63.037 6.156 0.35 3.71 0.517 2.459 0.036
    石英砂 92.06 4.865 0.654 0.722 0.06 0.047 1.04 0.125 0.025 0.098
    玻璃纤维 71.733 0.903 9.709 0.253 0.028 0.443 0.297 3.98 0.007 12.014
    下载: 导出CSV

    表  2  不同玻璃纤维加量对加砂水泥石力学性能的影响(240 ℃、20.7 MPa)

    配方 Z-GF/
    %
    p2 d/MPa p7 d/MPa p14 d/MPa p28 d/MPa
    均值 误差 均值 误差 均值 误差 均值 误差
    J0 0 26.5 1.0 25.6 1.1 23.6 3.4 18.9 2.5
    J2 2 23.9 0.9 24.2 0.8 26.0 2.5 27.1 2.0
    J5 5 28.9 2.3 32.2 2.1 36.9 1.2 38.3 1.6
    J10 10 25.5 1.9 22.4 1.5 24.2 2.8 26.5 2.4
    下载: 导出CSV

    表  3  J0和J5水泥石的孔隙度及孔径分布

    试样 养护时间/d 总孔隙率/% 孔径分布/%
    >200 nm 100~200 nm 50~100 nm 50~20 nm 10~20 nm <10 nm
    J0 28 41.14 7.30 21.30 30.14 22.38 11.17 7.71
    J5 28 37.61 3.10 2.74 19.23 35.38 29.96 9.60
    下载: 导出CSV
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出版历程
  • 收稿日期:  2026-01-23
  • 修回日期:  2026-02-27
  • 网络出版日期:  2026-06-12
  • 刊出日期:  2026-06-12

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