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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 300-303.

• 施工技术 • 上一篇    下一篇

地下厂房221.86 m深排风竖井施工技术

吴登明1 , 丁勇2   

  1. 1.中国水电七局有限公司溪洛渡施工局,四川雷波616550; 2.中国水电七局有限公司生产经营部,  成都610081
  • 收稿日期:2008-10-08 修回日期:2009-07-13 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:吴登明(1964—),男,1989年毕业于长江职工大学水工建筑专业,高级工程师,从事水工施工技术实践和研究工作。

Technology for Sinking of 221.86 mdeep Ventilation
Shaft of Underground Powerhouse

 TUN  De-Meng1, DING  Yong2   

  1. 1. Xiluodu Construction Subbureau, Sinohydro Bureau 7, Leibo 616550, Sichuan;
    2. Production and Marketing Department, Sinohydro Bureau 7, Chengdu 610081
  • Received:2008-10-08 Revised:2009-07-13 Online:2010-08-14 Published:2010-08-25

摘要:

溪洛渡水电站地下厂房主变室排风竖井深度超过200米,技术要求高,施工难度大,施工的可操作性差,安全风险突出,出现了很多在同类工程施工中所未曾遇见过的新问题。现场根据资源配置以及地质条件等,确定了施工程序、施工方法、爆破参数、测量控制点线,并充分考虑了竖井贯穿后下井口的地质风险防范等,高质量地完成了200 m以上竖井的施工。溪洛渡水电站地下厂房主变室排风竖井施工具有普遍性,能够对其他水电站工程或竖井、斜井工程起到一定的借鉴意义。

关键词: 水电站, 地下厂房, 排风竖井

Abstract:

In Xiluodu Hydropower Project, a ventilation shaft with more than 200 m depth has been designed for the main transformer chamber of the underground powerhouse. Many unexpected problems, which have never been encountered in previous similar projects, have occurred during shaft sinking due to the high technological requirements, great construction difficulties, poor operating conditions and extreme safety risks. Shaft sinking sequences, shaft sinking methods, blasting parameters and survey points/lines have been determined on basis of the site resources and the geological conditions. The countermeasures for the geologic risks at the bottom opening of the shaft have also been fully considered. Thus, the sinking of the 221.86mdeep vertical shaft has been completed with high quality. The sinking of the ventilation shaft in Xiluodu Project is universe in hydropower fields, therefore the experience may serve as reference for the sinking of other shafts of future hydropower projects.

Key words: hydropowe project, underground powerhouse, ventilation shaf