Properties of Self-leveling Concrete: Influence of a Viscosity Agent and Cement Content

J. Ambroise, J. Pera
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引用次数: 2

Abstract

This paper deals with the development of self-levelling concrete at low cost for casting slabs and other horizontal structures. The 28-day compressive strength of such concrete is in the range of 25 to 40 MPa, and its cost is 15% higher than that of usual concrete. This overcost is offset by some advantages: quicker execution, absence of noisy vibration at job-site and reduced painful task for workers. The cement content for this concrete ranges from 260 to 380 kg/m3, and that of limestone powder form 20 to 140 kg/m3, in order to get a total amount of fine particles of 400 kg/m3. To prevent segregation, a viscosity agent - a suspension of modified starch - was introduced in the mixture at different contents. The following characteristics were measured: static spread of concrete, unit weight, bleeding, resistance to segregation, compressive strength, elastic modulus and shrinkage. The results show that the optimum dosage of viscosity agent is 2 kg/m3, regardless of the amount of cement.
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自流平混凝土性能:粘滞剂和水泥掺量的影响
本文论述了用于浇筑楼板和其他水平结构的低成本自流平混凝土的研制。这种混凝土的28天抗压强度在25 ~ 40 MPa之间,其成本比普通混凝土高15%。这些额外的成本被一些优势所抵消:更快的执行速度,在工作现场没有嘈杂的振动,减少了工人的痛苦。该混凝土的水泥掺量为260 ~ 380 kg/m3,石灰石粉掺量为20 ~ 140 kg/m3,得到的细颗粒总量为400 kg/m3。为了防止分离,在不同含量的混合物中加入了一种粘度剂——一种变性淀粉的悬浮液。测量了以下特性:混凝土的静扩散、单位重量、出血、抗离析、抗压强度、弹性模量和收缩率。结果表明,无论水泥掺量如何,粘滞剂的最佳掺量为2 kg/m3。
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