万米科学特深井防斜纠斜技术方案及研究建议
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作者:
作者单位:

1.中国地质科学院勘探技术研究,河北 廊坊 065000;2.自然资源部定向钻井工程技术创新中心,河北 廊坊 065000

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中图分类号:

P634.7;TE28+3

基金项目:

自然资源部定向钻井工程技术创新中心开放课题“绳索取心钻杆造斜强度适应性研究”(编号:PY202304);中国地质调查局地质调查项目“固体矿产高效精准勘探技术及自动化钻探装备升级与应用”(编号:DD20242850)


Technical scheme and research suggestion of deviation prevention and correction for myriametric extra-deep scientific well
Author:
Affiliation:

1.Institute of Exploration Techniques, CAGS, Langfang Hebei 065000, China;2.Technology Innovation Center for Directional Drilling Engineering, MNR, Langfang Hebei 065000, China

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    摘要:

    根据科学钻探特点和我国特深井井身结构情况,论文首先设定了我国万米科学特深井基本井身结构和取心井段,结合前苏联SG-3井、德国KTB主井和我国大陆科钻一井、松科2井等大陆科学钻探工程项目,阐述了特深井井斜预测方法、测量方法、全面钻进和取心钻进的防斜纠斜技术方法。给出我国万米科学特深井上部井段井斜控制方法和控制指标以及连续取心井段防斜纠斜工艺、器具等总体方案,并提出了进一步研究的建议。

    Abstract:

    Based on the characteristics of scientific drilling and the situation of the hole configuration of extra-deep wells in China, this paper sets the basic hole configuration and coring sections of China’s myriametric extra-deep scientific well. Combining the SG-3 borehole of the Soviet Union, the main borehole of KTB in Germany and the scientific drilling projects of China, such as the Continental Scientific Drilling Project No.1 and Songke-2 Well, the methods of deviation prediction, measurement as well we the deviation prevention and correction during full-depth drilling and coring for extra-deep well are elaborated. Finally, the overall scheme of the myriametric scientific extra-deep well, including the deviation control method and control index of upper well section and the drilling deviation correction and prevention technology and equipment of coring section are put forward, and the further research seggestions are posed.

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张恒春,曹龙龙,王文,等.万米科学特深井防斜纠斜技术方案及研究建议[J].钻探工程,2024,51(4):31-37.
ZHANG Hengchun, CAO Longlong, WANG Wen, et al. Technical scheme and research suggestion of deviation prevention and correction for myriametric extra-deep scientific well[J]. Drilling Engineering, 2024,51(4):31-37.

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  • 收稿日期:2024-04-28
  • 最后修改日期:2024-07-04
  • 录用日期:2024-07-08
  • 在线发布日期: 2024-08-02
  • 出版日期: 2024-07-10
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