首页 | 本学科首页   官方微博 | 高级检索  
     

云峰水电站大坝防渗性能分析与评价
引用本文:宋恩来. 云峰水电站大坝防渗性能分析与评价[J]. 东北电力技术, 2011, 32(3): 1-7
作者姓名:宋恩来
作者单位:东北电网有限公司,辽宁沈阳,110181
摘    要:云峰大坝修建在高寒山区,在施工期部分浇筑块混凝土早期受冻,降低了混凝土抗渗性能;坝基存在大断层、右岸坝头陡坡和左岸坝头存在缺陷对坝体稳定不利.由于坝体渗漏,蓄水运行后,大坝溢流面、上下游面冻融和冻胀破坏比较严重,不得不进行补强加固.对云峰水电站大坝防渗性能进行分析与评价.

关 键 词:混凝土受冻  扬压力  漏水量  补强加固  陡坡坝段

Analysis and Evaluation on Dan Anti-seepage Performance in Yunfeng Hydraulic Power Station
SONG En-lai. Analysis and Evaluation on Dan Anti-seepage Performance in Yunfeng Hydraulic Power Station[J]. Northeast Electric Power Technology, 2011, 32(3): 1-7
Authors:SONG En-lai
Affiliation:SONG En-lai
Abstract:Yunfeng dam is located at alpine mountainous region,during the early period of the construction;block concrete was frozen,reducing its anti-seepage performance.Unfavorable factors such as big fault in its foundation,defects in the dam head abutment slope of the right side bank and in the left side bank head exist.Due to dam body seepage,after the operation,severe damages like freeze-thaw and frost heave onto the spillway face and upper and lower stream face.So reinforcement of the dam has to be done.This pa...
Keywords:Concrete frozen  Uplift pressure  Leakage quantity  Reenforcment  Abutment slope segment  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号