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小山水电站混凝土面板堆石坝设计
引用本文:王常义,关志诚.小山水电站混凝土面板堆石坝设计[J].水力发电,1996(11):17-19.
作者姓名:王常义  关志诚
作者单位:水利部东北勘测设计研究院
摘    要:针对寒冷地区混凝土面板堆石坝设计性施工的特点,对参结构耐久性设计有如下要求,在水位变动区采用抚顺硅酸盐大坝525号水泥;混凝土抗冻标号为D300(快冻);坟强度为R28300;抗渗S8。此外,还针对寒冷地区此种坝型垫层料与小区料选择及其设计玄武岩地区趾板基础工程处理。

关 键 词:水电站  混凝土  面板堆石坝  设计

Design of the concrete face rockfill dam of Xiaoshan Hydropower Station
Wang Changyi,Guan Zhicheng,Yang Hui,Zhang Jianping,Yu Qing.Design of the concrete face rockfill dam of Xiaoshan Hydropower Station[J].Water Power,1996(11):17-19.
Authors:Wang Changyi  Guan Zhicheng  Yang Hui  Zhang Jianping  Yu Qing
Abstract:In accordance with the features of design and construction of the concrete rockfill dam in cold region, the requirements of the durability design for seepage control structures are as follows. In water level variation zone, the Fusun Portland cement of 525 grade should be adopted which will have a concrete frost-resistence label of D300 (quick freezing), compressive strength of R28300 and impermeability of S8, In addition, studies have also been conducted on the selection and design standards of bedding material and plot material for one dam in cold region, and the treatement measures of toe slab foundation engineering in the basalt region.
Keywords:Xiaoshan Hydropower Station  concrete face rockfill dam  design
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