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自密实混凝土的机理研究
引用本文:蔡路,陈太林. 自密实混凝土的机理研究[J]. 市政技术, 2006, 24(6): 432-434
作者姓名:蔡路  陈太林
作者单位:徐州空军学院,机场工程系,江苏,徐州,221000
摘    要:
基于流变学原理对自密实混凝土(SCC)的性能实现进行研究。通过掺加高效减水剂、矿物掺合料、增粘剂等,并优化配合比,能够实现屈服剪切应力和粘度系数的平衡,实现高流动性和高稳定性的和谐统一。

关 键 词:混凝土  自密实混凝土  屈服应力  黏度系数  流动性
文章编号:1009-7767(2006)06-0432-03
收稿时间:2006-03-21
修稿时间:2006-03-21

The Mechanism Analysis of Self-compacting Concrete
CAI Lu,CHEN Tai-lin. The Mechanism Analysis of Self-compacting Concrete[J]. Municipal Engineering Technology, 2006, 24(6): 432-434
Authors:CAI Lu  CHEN Tai-lin
Affiliation:Department of Airdrome Engineering, XuZhou Air Force College, Xuzhou, Jiangsu 221000, China
Abstract:
Based on the flowing mechanism,the performances of self-compacting concrete was researched by mixing with high rang water-reducer,mineral materials,adhesive and optimizing mixture ratio,the balance between yield stress and viscosity can be realized,and the high-fluidity and the high-stability were unified
Keywords:concrete  self-compacting concrete  submitting cut stress  viscidity coefficient  fluidity
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