淀粉基稳定掺合料对混凝土混合料稠度变化的影响

Marcin Bilski, A. Małek, J. Nowak
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引用次数: 0

摘要

摘要:本文介绍了淀粉形式的化学基稳定外加剂掺量对混凝土配合比稠度变化影响的研究结果。根据PN-EN 12350-2:2019-07进行锥体跌落试验,评估稳定外加剂相对于水泥质量的用量为0.2%、0.4%和0.6%对稠度变化的影响。按照PN-EN 12390- 3:2019-07的要求,对配制好的混凝土配合料进行了混凝土密度测试和抗压强度测试。对于所研制的混凝土配合比,配制了标准(参比)配合比,用于比较不同掺量外加剂试样的试验结果。试验结果表明,在水泥中掺入不同比例的淀粉类稳定外加剂,可显著降低水泥的稠度。在稠度过高的混凝土混合料的情况下,使用外加剂可以在不影响其他参数的情况下改变其用途。关键词:混凝土配合比;淀粉;具体的一致性
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The effect of a starch-based stabilizing admixture on a change in the consistency of a concrete mix
Abstract: The article presents the research results into the influence of the content of a chemical-based stabilizing admixture in the form of starch on the change in the consistency of the concrete mix. The assessment of the impact of the stabilizing admixture dosed in the amount of 0.2%, 0.4%, and 0.6% in relation to the mass of cement on the change in consistency was made based on the cone drop test according to PN-EN 12350-2:2019-07. From the prepared concrete mixes, samples were also made for testing concrete density according to PN-EN 12390-7:2019-08 and compressive strength according to PN-EN 12390- 3:2019-07. For the developed composition of the concrete mix, a standard (reference) mix was prepared, which was used to compare the test results from samples containing admixture in different amounts. Based on the tests carried out, it was found that the applied stabilizing admixture based on starch with a different percentage share concerning the mass of cement significantly reduces the consistency. The use of an admixture in the case of a concrete mix with too high consistency gives the possibility of changing its purpose without affecting the other parameters. Keywords: Concrete mix; Starch; Concrete consistency
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