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三峡工程高性能大坝混凝土配合比设计技术措施
引用本文:陈文耀,李文伟.三峡工程高性能大坝混凝土配合比设计技术措施[J].水利学报,2000,31(5):49-53.
作者姓名:陈文耀  李文伟
作者单位:中国长江三峡工程开发总公司试验中心,湖北 宜昌
摘    要:本文介绍了三峡工程大坝混凝土配合比设计思想及采取的技术措施.通过采用优质缓凝高效减水剂、引气剂、Ⅰ级粉煤灰、具有微膨胀性质的中热水泥、限制原材料及混凝土中总碱含量、并缩小水胶比、增大粉煤灰掺量等综合措施和技术路线,有效地降低了混凝土用水量,改善了混凝土工作性,保证了混凝土抗冻耐久性,提高了混凝土的体积稳定性,实现了高性能大坝混凝土的目标.

关 键 词:三峡大坝  高效减水剂  Ⅰ级粉煤灰  微膨胀水泥  高性能混凝土
文章编号:0559-9350(2000)05-0049-05
修稿时间:1999年7月30日

The technical measures for the mix design of the concretedam in Three Gorges Project
CHEN Wenyao,LI Wenwei.The technical measures for the mix design of the concretedam in Three Gorges Project[J].Journal of Hydraulic Engineering,2000,31(5):49-53.
Authors:CHEN Wenyao  LI Wenwei
Abstract:In this paper, the measures adopted in the design of concrete mix for the dam in Three Gorges Project are described. The technical measures include high quality water reducing agent, air entrainment additive, first grade fly ash, micro-expensive middle heat cement, controlling the alkali content in raw material and concrete, reducing the water-cement ratio, increasing the amount of fly ash. These measures efficiently lowered the water requirement, improved the workability and durability as well as the volume stability of concrete. High performance concrete for dam is attained.
Keywords:Three Gorges Project  water reducing agent  fly ash  micro-expensive cement  high  performance concrete
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