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Surface skin protection of concrete with silicate-based impregnations: Influence of the substrate roughness and moisture

机译:硅酸盐基浸渍混凝土的表面保护层:对基材粗糙度和水分的影响

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摘要

Silicate-based impregnations are often used to protect concrete against aggressive external actions. However, the understanding of several aspects concerning this type of impregnations is still rather limited, including the influence of the concrete substrate on their performance. This paper presents results of an experimental study about (ⅰ) the efficacy of silicate-based impregnations to protect concrete elements, and (ⅱ) the influence of the concrete substrate's characteristics on the performance of such superficial protection. Concrete specimens with two different water/cement ratios (0.40 and 0.70) were produced and, prior to the application of the impregnation, were prepared following different procedures that created (ⅰ) three different surface roughnesses (no surface preparation, 160 bar water jet and needle scalers) and (ⅱ) three different moisture contents (3.0%, 4.5% and 6.0%). The performance of unprotected and protected concrete specimens was assessed by means of the following procedures, indicated in EN 1504-2 standard: (ⅰ) product penetration depth; (ⅱ) water absorption by immersion; (ⅲ) abrasion resistance; (ⅳ) impact resistance; and (ⅴ) bond strength. Results obtained show that the silicate-based impregnation was effective in improving the resistance to water penetration and abrasion resistance, but did not improve the resistance to impact. The surface roughness and the moisture content at the instant of the application of the surface protection proved to influence the performance of the impregnation product, however such influence was dependent on the property at stake.
机译:基于硅酸盐的浸渍通常用于保护混凝土免受侵害性外部作用。但是,对与这种类型的浸渍有关的几个方面的理解仍然相当有限,包括混凝土基材对其性能的影响。本文介绍了一项有关(ⅰ)硅酸盐基浸渍保护混凝土元素的功效以及(ⅱ)混凝土基材特性对这种表面保护性能的影响的实验研究结果。制备了具有两种不同水灰比(0.40和0.70)的混凝土试样,并且在进行浸渍之前,按照不同的步骤制备了三种不同的表面粗糙度(无表面处理,160巴喷水和针洗牙机和(ⅱ)三种不同的水分含量(3.0%,4.5%和6.0%)。通过EN 1504-2标准中指示的以下程序评估未保护和受保护的混凝土试样的性能:(ⅰ)产品渗透深度; (ⅱ)浸水吸收; (ⅲ)耐磨性; (ⅳ)耐冲击性; (ⅴ)粘结强度。所得结果表明,基于硅酸盐的浸渍可有效提高耐水渗透性和耐磨性,但不能提高耐冲击性。事实证明,在应用表面保护剂时,表面粗糙度和水分含量会影响浸渍产品的性能,但是这种影响取决于所涉及的性能。

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  • 来源
    《Construction and Building Materials 》 |2014年第15期| 191-200| 共10页
  • 作者单位

    ICIST, DECivil, Instituto Superior Tecnico, Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal;

    ICIST, DECivil, Instituto Superior Tecnico, Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal;

    ICIST, DECivil, Instituto Superior Tecnico, Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal;

    National Laboratory of Civil Engineering (LNEC), Department of Materials, Av. do Brasil 101, 1700-066 Lisboa, Portugal;

    ICIST, DECivil, Instituto Superior Tecnico, Universidade de Lisboa, Av. Rovisco Pais 1, 1049-001 Lisboa, Portugal;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Concrete; Surface protection; Impregnation; Silicates; Substrate; Roughness; Moisture;

    机译:具体;表面保护;浸渍硅酸盐;基质;粗糙度湿气;

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