摘要
正在施工的棉花滩水电站大坝为碾压混凝土重力坝 ,最大坝高 1 1 1 m,坝顶全长 30 0 m,共分 6个坝段 .本文就碾压混凝土重力坝的设计要点作了介绍 ,内容包括坝体总体布置、稳定应力分析、横缝设置、防渗结构、混凝土设计、温控措施及坝体可靠度分析等 .文中内容为施工详图设计阶段的资料 。
The Mianhuatan RCC Gravity Dam under construction has a maximum. height of 111 m and crest length of 300 m, involving 6 monolithes. This article presents some focuses of Mianhuatan Dam design, such as general layout, stability & stress analysis, transverse joint arrangement, impervious structure, concrete design, temperature control measures, dam reliability analysis and so on. The contents in the article only deal with construction drawings in design stage, not involving the changes in the cause of the construction.
出处
《水利水电技术》
CSCD
北大核心
2000年第11期32-35,共4页
Water Resources and Hydropower Engineering
关键词
碾压混凝土重力坝
断面设计
横缝
防渗
可靠度
RCC gravity dam, cross section design, transverse joint, seepage control, temperature control, reliability
