IMPROVING THE ROBUSTNESS OF FRESH SELF-COMPACTING CONCRETE USING SMALL QUANTITIES OF FINE ADDITIONS

被引:0
|
作者
Van der Vurst, Farid [1 ]
De Schutter, Geert [1 ]
机构
[1] Univ Ghent, Magnel Lab Concrete Res, B-9000 Ghent, Belgium
来源
DESIGN, PERFORMANCE AND USE OF SELF-CONSOLIDATING CONCRETE (SCC 2014) | 2014年 / 93卷
关键词
Self-compacting concrete; Robustness; Stability; Additions; Admixtures; CONSOLIDATING CONCRETE; EQUIVALENT-MORTAR; SCC;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Although the use of self-compacting concrete has many advantages compared to vibrated concrete, its application in Europe is mainly limited to the precast industry. The onsite use of self-compacting concrete is hampered by a higher material cost, higher formwork pressures, and a reputation for 'unpredictability': self-compacting concrete has a higher sensitivity to small deviations in the properties and proportions of its ingredients. This paper describes the experimental results of an attempt to improve the robustness of fresh self-compacting concrete equivalent mortars by adding small amounts of purified clays, welan gum, diutan gum, fly ash, silica fume, ground granulated blast furnace slag, and a natural clinoptilolite type zeolite. Small additions of diutan gum, welan gum, and ground granulated blast furnace slag caused an increase of the robustness of fresh self-compacting concrete, and all small additions of the other materials induced a decrease of the robustness.
引用
收藏
页码:195 / 204
页数:10
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