锦屏一级水电站地下厂房系统对穿预应力锚索孔孔斜控制施工技术
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Construction Technology of Hole Deviation Control for Horizontal Pre-stressed Anchor in the Underground Powerhouse System of Jinping First Stage Hydropower Station
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    摘要:

    锦屏一级水电站地下厂房洞室主机间、主变室、母线洞等洞室系统的边墙、蚀变岩段和较大断层采用了对穿预应力锚索加强支护。在对穿预应力锚杆的施工过程中,根据不同的地质地层段,采取严格的孔斜控制措施,并不断地改进控制方法,基本解决了对穿预应力锚索造孔孔斜控制的技术问题,满足了设计技术要求,积累了对穿预应力锚索孔斜控制施工经验。

    Abstract:

    Reinforced support was made for the side wall, altered rock and large fault of the main engine compartment, main transformer room and bus cavern in underground powerhouse of Jinping 1 hydropower station by the horizontal pre-stressed anchor. In the construction process of pre-stressed horizontal anchor, according to the different geological formations, hole deviation was basically solved by strict control methods with continuous improvement.

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张涌泉,李朝华.锦屏一级水电站地下厂房系统对穿预应力锚索孔孔斜控制施工技术[J].钻探工程,2010,37(11):64-66.
ZHANG Yong-quan, LI Chao-hua. Construction Technology of Hole Deviation Control for Horizontal Pre-stressed Anchor in the Underground Powerhouse System of Jinping First Stage Hydropower Station[J]. Drilling Engineering, 2010,37(11):64-66.

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历史
  • 收稿日期:2010-03-30
  • 最后修改日期:2010-03-30
  • 录用日期:2010-04-14
  • 在线发布日期: 2010-11-24
  • 出版日期: 2010-11-25