Influence of Supplementary Cementitious Materials and Superplasticisers on the Rheological Properties of Concrete

被引:1
|
作者
Johandre [1 ]
Bessinger, M. H. [1 ]
Parker, Luqmaan [1 ]
Combrinck, Riaan [1 ]
机构
[1] Stellenbosch Univ, Civil Engn Dept, Unit Construct Mat, Private Bag X1, ZA-7602 Matieland, South Africa
基金
新加坡国家研究基金会;
关键词
D O I
10.1007/978-3-030-33342-3_18
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The influence of different supplementary cementitious materials (SCM) and superplasticisers on the rheological properties of concrete was investigated to identify potential compatibility issues. Superplasticisers and SCM often have unexpected interaction with certain cementitious compounds, resulting in concrete that is difficult to place in the fresh state due to poor rheological properties. Various mixes were designed containing different superplasticisers and/or SCM in different quantities. Slump, slump flow and concrete rheometer tests were conducted to determine the yield stress, plastic viscosity and thixotropic behaviour of the concrete. Obtained results showed that the specific Sulphonate Naphthalene Formaldehyde (SNF) and Polycarboxylic Ethers (PCE) superplasticisers used, reduced the yield stress, thixotropic behaviour and plastic viscosity of concrete. Modified Acrylic Polymer (ACR) superplasticiser showed a similar effect except for the plastic viscosity which increased at higher dosages. The addition of fly ash and slag to concrete containing superplasticiser had little effect on the rheology and showed similar results as mixes only containing superplasticiser. The use of superplasticiser in conjunction with silica fumes caused a decrease in yield stress and thixotropic behaviour while plastic viscosity increased. The use of superplasticiser in conjunction with higher than normal dosages of gypsum also caused a decrease in yield stress and thixotropic behaviour but had negligible effect on plastic viscosity. It was also found that the use of PCE superplasticiser in conjunction with gypsum, used to control the set of concrete, can cause potential slump loss issues.
引用
收藏
页码:167 / 175
页数:9
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