首页 | 本学科首页   官方微博 | 高级检索  
     

三峡工程大坝混凝土的配合比设计
引用本文:杨华全,陈如华,王仲华.三峡工程大坝混凝土的配合比设计[J].长江科学院院报,2001,18(5):41-45.
作者姓名:杨华全  陈如华  王仲华
作者单位:长江科学院材料结构研究所
摘    要:为了节约水泥,改善混凝土的性能,特别是提高混凝土的耐久性,在三峡工程大坝混凝土配合比设计时采取了选用品质优良的缓凝高效减水剂、全面掺用引气剂、掺用优质I级粉煤灰、严格限制水胶比、适当增大粉煤灰掺量等技术措施,使优选出的大坝混凝土不但配合比各项指标满足设计技术要求,而且具有单位用水量小、水泥用量少、耐久性好等特点。

关 键 词:三峡工程  混凝土  水泥  粉煤灰  配合比设计  耐久性  引气剂  抗压强度  
文章编号:1001-5485(2001)05-0041-05
修稿时间:2001年5月21日

Mix design of concrete for Three Gorges Project
YANG Hua-Quan,CHEN Ru-Hua,WANG Zhong-Hua.Mix design of concrete for Three Gorges Project[J].Journal of Yangtze River Scientific Research Institute,2001,18(5):41-45.
Authors:YANG Hua-Quan  CHEN Ru-Hua  WANG Zhong-Hua
Abstract:For saving cement,improving the performance of concrete,especifically its durability,some technological measures,including selecting high quality retarding and water reducing agent,mixing with the addition of AE agent and first grade flyash,strictly limiting water cement ratio of concrete,reasonably increasing the content of flyash etc.,are employed in the mix desigh of concrete.According to experimental results,it is concluded that the mix propertion of dam concrete not only achieve all the requirements of design indexes but also possesses the characteristies of less water dosage and less cement consumption more excellent durability.
Keywords:
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《长江科学院院报》浏览原始摘要信息
点击此处可从《长江科学院院报》下载全文
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