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天花板水电站拱坝混凝土配合比设计及应用
引用本文:王毅鸣,苏岩,徐天尧.天花板水电站拱坝混凝土配合比设计及应用[J].水力发电,2011,37(6).
作者姓名:王毅鸣  苏岩  徐天尧
作者单位:1. 中国水电顾问集团北京勘测设计研究院,北京,100024
2. 云南滇能(集团)控股公司昭通工程建设指挥部,云南昭通,657000
摘    要:天花板水电站大坝为碾压混凝土双曲拱坝,拱坝碾压混凝土和大坝常态混凝土配合比是工程的关键技术问题.设计、科研和施工单位在不同设计阶段针对混凝土配合比设计的指标要求、参数确定和原材料选择进行了研究和试验,确定了最终的施工配合比调整方案.实际应用表明,调整的混凝土配合比技术先进、经济效益明显,并进一步降低了拱坝坝体施工过程中混凝土的温升.

关 键 词:碾压混凝土  常态混凝土  白云岩骨料  配合比  天花板水电站

Concrete Mix Proportion Design for the Arch Dam of Tianhuaban Hydropower Station
Wang Yiming,Su Yan,Xu Tianyao.Concrete Mix Proportion Design for the Arch Dam of Tianhuaban Hydropower Station[J].Water Power,2011,37(6).
Authors:Wang Yiming  Su Yan  Xu Tianyao
Affiliation:Wang Yiming1,Su Yan1,Xu Tianyao2(1.HydroChina Beijing Engineering Corporation,Beijing 100024,China,2.Yunnan Energy(Group) Holding Zhaotong Construction Headquarters,Zhaotong 657000,Yunnan,China)
Abstract:The dam of Tianhuaban Hydropower Station is a roller-compacted concrete double-curvature arch dam.The mix proportion selection for the RCC and normal concrete being used in the project is a key technical issue.The indicator requirements,parameter definitions and raw material selections for concrete mix proportion design are analyzed and tested by the design,research and construction departments during different design stages,and the final mix proportions are proposed.The actual practice shows that the final...
Keywords:RCC  normal concrete  dolomite aggregate  mix proportion  Tianhuaban Hydropower Station  
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