首页> 外文期刊>Arabian Journal for Science and Engineering >Effect of Cement Content, Fibers, Chemical Admixtures and Aggregate Shape on Rheological Parameters of Pumping Concrete
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Effect of Cement Content, Fibers, Chemical Admixtures and Aggregate Shape on Rheological Parameters of Pumping Concrete

机译:水泥含量,纤维,化学外加剂和骨料形状对泵送混凝土流变参数的影响

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摘要

The transport of fresh concrete by pumping is an important process and widely used in practical concrete technology. This process has been applied since the beginning of the twentieth century. More recent developments of pumping equipment and findings on mineral and chemical admixtures have prompted more sophisticated research on pumping concretes. While they do not elaborate upon standard specifications, many recommendations for the composition of pumping concretes which are very useful in applications, such as AGI-304.2R reports, are available. This paper reports the results of an experimental study into the effects of concrete components, namely cement content, aggregate type, mineral, fiber, and plasticizer admixtures, on the rheology of pumping concretes. The rheological properties of concretes are examined by the Two Point Workability Test Apparatus (CTPT) originally proposed by G. H. Tattersall. The present study shows that concrete workability is improved by increasing cement content and also shows that the aggregate type only effects the rheological parameters in low cement content mixtures. In addition, yield stress and plastic viscosity are generally lower in concrete mixtures that contain natural stone rather than crushed aggregates. In addition, this study shows that the effect of mineral, plasticizer and fiber admixtures depends on cement content and admixture type.
机译:泵送新鲜混凝土是一个重要的过程,在实际混凝土技术中得到了广泛的应用。此过程自20世纪初开始应用。泵送设备的最新发展以及矿物和化学外加剂的发现促使人们对泵送混凝土进行了更为复杂的研究。尽管它们没有详细说明标准规格,但是对于泵送混凝土的成分,有许多建议在应用中非常有用,例如AGI-304.2R报告。本文报告了对混凝土成分(即水泥含量,集料类型,矿物,纤维和增塑剂混合物)对泵送混凝土流变性的影响进行实验研究的结果。混凝土的流变性能由最初由G.H. Tattersall提出的两点可加工性测试设备(CTPT)进行了检查。本研究表明,通过增加水泥含量可以改善混凝土的可加工性,并且还表明骨料类型仅影响低水泥含量混合物的流变参数。此外,在含有天然石材而不是碎骨料的混凝土混合物中,屈服应力和塑性粘度通常较低。此外,这项研究表明,矿物,增塑剂和纤维混合物的效果取决于水泥含量和混合物类型。

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