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三板溪水电站泄洪洞出口边坡钢筋桩施工
引用本文:杨宏伟,吴松华. 三板溪水电站泄洪洞出口边坡钢筋桩施工[J]. 广西水利水电, 2010, 0(2): 29-30,42
作者姓名:杨宏伟  吴松华
作者单位:中国水利水电第十二工程局有限公司,浙江,杭州,310004;浙江大学建筑工程学院,浙江,杭州,310058
摘    要:结合三板溪水电站泄洪洞出口工程地质条件,提出在相应高程边坡增设人工挖孔抗滑桩和钢筋桩的施工方案,并介绍其施工工艺及方法,方案实施后效果良好。

关 键 词:边坡  钢筋桩  钻孔  施工  三板溪水电站

Reinforcement pile construction at flood relief tunnel outlet slopes of Sanbanxi Hydropower Station
YANG Hong-wei,WU Song-hua. Reinforcement pile construction at flood relief tunnel outlet slopes of Sanbanxi Hydropower Station[J]. Gx Water Resources & Hydropower Engineering, 2010, 0(2): 29-30,42
Authors:YANG Hong-wei  WU Song-hua
Affiliation:1.Sinohydro Bureau 12th CO., LTD., Hangzhou 310004, China;2. Architectural Engineering Institute of Zhejiang University, Hangzhou 310058, China)
Abstract:According to the engineering geological conditions at the flood relief tunnel outlet of Sanbanxi Hydropower Station, manual hole digging anti-slide piles and reinforcement piles were designed at some elevations of the slope. An introduction was made on the construction technique and methods of reinforcement piles. This construction scheme renders good effects.
Keywords:Slope  reinforcement pile  boring  construction  Sanbanxi Hydropower Station
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