首页> 外文会议>Ninth ACI international conference on superplasticizers and other chemical admixtures in concrete >Correlation between Rheology of Superplasticized Fresh Mortars and Fresh Concretes
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Correlation between Rheology of Superplasticized Fresh Mortars and Fresh Concretes

机译:超塑化砂浆与混凝土的流变学相关性

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The examination of superplasticizer compatibility with cement and its influence on rheology of concrete has essential significance from the workability control point of view. Usually, the performance of superplasticizer is tested using cement paste. However, the effects of superplasticizer on rheological properties of cement paste and concrete may be considerably different depending on the material in use. Simultaneously analysis of so far executed studies indicate that mortar can be considered to be concrete without coarse aggregate and its testing has attractions for the study of superplasticizer and other ingredients effects at small scale.rnThe main objectives of this study were to investigate the influence of superplasticizer on rheology of mortar and of concrete and to develop empirical formula making possible of forecasting rheological properties of concrete basing on rheological measurements made on mortars. The influence of superplasticizer type and content on rheology of mortars and concretes that have different mortar volumes was investigated, cement type and w/c influence was also considered. Rheology results have been evaluated according to the Bingham model. Rheological parameters were measured using BT_2 rheometer.rnThe results show that superplasticizer has generally similar influence on the rheological parameters of mortar and concrete. It was demonstrated, that superplasticizer effect on rheological properties of concrete could be predicted with a high degree of certainty from on rheological measurements made on mortars. The regression models of influence of rheological parameters of mortars on rheological parameters of fresh concretes made of different volumes of analogical mortars were developed. These models may be applied for designing and developing workability of concrete.
机译:从可操作性控制的角度来看,高效减水剂与水泥的相容性及其对混凝土流变性的影响具有重要意义。通常,减水剂的性能是使用水泥浆测试的。但是,根据所使用的材料,高效减水剂对水泥浆和混凝土的流变性能的影响可能会大不相同。对迄今为止进行的研究的同时分析表明,砂浆可以认为是没有粗骨料的混凝土,其试验对研究减水剂和其他成分的影响具有吸引力。rn本研究的主要目的是研究减水剂的影响。研究了砂浆和混凝土的流变性能,并建立了经验公式,从而可以根据在砂浆上进行的流变测量来预测混凝土的流变性能。研究了高效减水剂类型和含量对砂浆体积不同的砂浆和混凝土流变学的影响,还考虑了水泥类型和w / c影响。流变学结果已经根据宾厄姆模型进行了评估。用BT_2流变仪测量流变参数。结果表明,高效减水剂对砂浆和混凝土的流变参数的影响基本相似。结果表明,根据在砂浆上进行的流变测量,可以高度确定地预测高效减水剂对混凝土流变性能的影响。建立了砂浆流变参数对不同体积类似砂浆制成的新鲜混凝土流变参数影响的回归模型。这些模型可用于设计和开发混凝土的可加工性。

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