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强渗漏地质段竖井导孔成型技术研究——以白鹤滩水电站4号排风竖井为例

徐进鹏,王霄 ,段兴平,张硕,何鑫   

  • 出版日期:2018-06-14 发布日期:2018-06-14

Study on shaft guide hole forming technology in strong leakage geological section: case of No.4 air outlet shaft in Baihetan Hydropower Station

XU Jinpeng,WANG Xiao,DUAN Xingping,ZHANG Shuo,HE Xin   

  • Online:2018-06-14 Published:2018-06-14

摘要: 深大竖井常使用反井钻法施工导井或一次成型溜渣井,但在强渗漏地质条件下,因钻井液无法返回导致回渣循环中断,石渣淤积卡钻造成先导孔无法成孔。先采用改造的沉砂管清理前期已实施导孔的孔底沉砂,再利用地质钻变径套管法钻孔,最后使用反井钻扩孔的“多钻孔设备轮换”工艺,实现了强渗漏地质段反井钻导孔的顺利贯穿。在白鹤滩水电站4号排风坚井中的成功应用表明,该工艺成孔质量好、效率高,对在溶洞、空腔、导水断层等不利构造普遍发育的地区使用反井钻法施工具有一定借鉴意义。

关键词: 强渗漏地质段, 导孔成型, 反井钻孔, 白鹤滩水电站

Abstract: Anti-drilling method or one-step forming mucking shaft are usually used to excavate guide hole in deep-large shaft, but under strong leakage geological condition, the mucking cycle is easily interrupted due to the unable returning of drilling liquid, and drilling bit sticking accident brings about the failure to the excavation of guide hole. In view of this problem, firstly the improved sand-settling pipe is used to clean up the bottom hole sediment, then the geological-drilling machine with variable diameter casing is used to drill the hole continually, finally the technique of rotation of multi drilling equipment that use anti-drilling machine to expand the hole is applied to successfully excavate the guide hole. The successful application of this technology in No.4 exhaust shaft in Baihetan Hydropower Station shows its good quality and high efficiency, it can provide reference for shaft excavation by anti-drilling method in the area where the karst cave, cavity and water-conducting faults are widely spread.

Key words: strong leakage geology, guide hole forming, anti-drilling, Baihetan Hydropower Station