A simple mix design method for self-compacting concrete

被引:404
作者
Su, N [1 ]
Hsu, KC
Chai, HW
机构
[1] Natl Yunlin Univ Sci & Technol, Dept Construct Engn, Touliu 640, Yunlin, Taiwan
[2] Natl Taiwan Normal Univ, Dept Chem, Taipei 116, Taiwan
[3] Nanya Inst Technol, Dept Civil Engn, Chungli 320, Taiwan
关键词
slump flow; filling height; compressive strength; mix design;
D O I
10.1016/S0008-8846(01)00566-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a new mix design method for self-compacting concrete (SCC), First, the amount of aggregates required is determined, and the paste of binders is then filled into the voids of aggregates to ensure that the concrete thus obtained has flowability, self-compacting ability and other desired SCC properties. The amount of aggregates, binders and mixing water, as well as type and dosage of superplasticizer (SP) to be used are the major factors influencing the properties of SCC. Slump flow, V-funnel, L-flow, U-box and compressive strength tests were carried out to examine the performance of SCC, and the results indicate that the proposed method could produce successfully SCC of high quality. Compared to the method developed by the Japanese Ready-Mixed Concrete Association (JRMCA), this method is simpler, easier for implementation and less time-consuming, requires a smaller amount of binders and saves cost. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1799 / 1807
页数:9
相关论文
共 12 条
[1]  
Aitcin PC., 1998, HIGH PERFORMANCE CON, DOI DOI 10.4324/9780203475034
[2]  
CHAI HW, 1998, THESIS U COLL LONDON
[3]  
De Larrard F., 1999, MODERN CONCR TECHNOL, V55, P421
[4]  
HENRY GR, 1999, CONCR INT, V21, P56
[5]  
Hwang CL., 1996, J CHINESE I CIVIL HY, V8, P217
[6]  
*JAP ARCH SOC, 1997, REC MIX DES CONSTR P
[7]  
Japanese Ready-Mixed Concrete Association, 1998, MAN PROD HIGH FLUID
[8]  
Japanese society of civil engineering, 1998, GUID CONSTR HIGH FLO
[9]  
*JASS, 1986, 5 JASS
[10]  
Okamura H, 1996, STRUCT ENG INT J INT, V6, DOI DOI 10.2749/101686696780496292