景洪水电站左岸坝肩锚拉板设计及防渗设计  

Design for Anchor Plate on Left Bank Dam Shoulder and Seepage-prevention of Jinghong Hydropower Station

作　　者：闫会宗[1] 李玲云[1] 周钧[1] 刘金堂[1] 

机构地区：[1]中国水电顾问集团昆明勘测设计研究院,云南昆明650051

出　　处：《云南水电技术》2010年第1期18-22,共5页

摘　　要：景洪水电站左岸坝肩首次采用锚拉板的结构型式作为左岸非溢流坝段与边坡的连接方式是在混凝土重力坝坝肩接头方案选择上一个新的尝试。景洪水电站左岸坝肩锚拉板设计及防渗设计的成功，为今后类似工程提供了宝贵经验，具有一定的借鉴意义。The first adoption of anchor plate structure on the left bank dam shoulder of Jinghong Hydropower Station as the connection mode for non-overflow dam on the left bank and side slope is a new attempt for selection of concrete gravity dam shoulder joint. The success for design of anchor plate on the left bank dam shoulder and seepage-prevention provides precious experience for the similar projects in the future, having certain reference significance.

关 键 词：碾压混凝土 锚拉板 防渗 景洪水电站 

分 类 号：TV741[水利工程—水利水电工程]