湘南1号深钻复杂地层护壁技术
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核工业二九〇研究所,广东 韶关 512029

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P634.5;TE242

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Complex strata borehole protection technology of Xiangnan No.1 deep drilling
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Research Institute No.290, CNNC, Shaoguan Guangdong 512029, China

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    摘要:

    孔壁稳定性是钻孔顺利钻进的重要条件,合理的护壁工艺可有效地保持孔壁稳定,尤其是复杂地层钻进过程中更是需要采用适合的护壁工艺来保持孔壁稳定以达到顺利钻进的目的。湘南1号深钻施工过程中多个孔段地层极为破碎,出现了严重孔壁失稳问题。通过分析地层及现场施工工艺后,针对不同孔段,形成了一套系统的护壁方案。通过现场实际护壁效果对比发现,冲洗液在轻微漏失工况下的护壁效果较好;跟管钻进工艺适合于快速穿越局部极破碎地层;水泥球混合水泥浆对极度破碎地层护壁有良好的效果。不同的护壁工艺各有优缺点,在实际钻探过程中针对性的选用高效护壁工艺对提高钻进效率有着重要意义。

    Abstract:

    The stability of the borehole wall is an important condition for the smooth drilling of the borehole. Reasonable wall protection technology can effectively keep the stability of hole wall, especially in the process of complex formation drilling. It is necessary to adopt suitable wall protection technology to keep the stability of hole wall to achieve the purpose of smooth drilling. During the Xiangnan No.1 Deep Drilling, the strata in several hole sections were extremely broken,and serious hole wall instability occurred. After analyzing the stratum and on-site construction technology, a set of systematic wall protection schemes were formed for different hole sections. Through the comparison of the actual wall protection effect on site,it is found that the flushing fluid is suitable for the wall protection under the condition of slight leakage, the follow-pipe drilling process is suitable for quickly passing through the local extremely broken formation, and the cement ball mixed with the cement slurry has a good effect on the protection wall of the extremely broken formation. Different retaining wall technologies have their own advantages and disadvantages. In the actual drilling process,the targeted selection of high-efficiency retaining wall technologies is of great significance to improve drilling efficiency.

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引用本文

王康.湘南1号深钻复杂地层护壁技术[J].钻探工程,2023,50(S1):227-232.
王康. Complex strata borehole protection technology of Xiangnan No.1 deep drilling[J]. Drilling Engineering, 2023,50(S1):227-232.

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  • 收稿日期:2023-05-31
  • 最后修改日期:2023-08-08
  • 录用日期:2023-08-10
  • 在线发布日期: 2023-10-21
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