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Strength impairment of concrete mixed in hot weather: analysis in relation to physical and chemical properties of hardened concrete

机译:高温天气下混凝土的强度损伤:与硬化混凝土的理化性质相关的分析

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摘要

A previous paper reported that reductions in 28-day strengths were observed for manufacturing control specimens produced in summer conditions. It was shown that they were dependent on the porosity of the bulk paste of fresh concrete according to the initial temperature of the mix. Here, further investigations using physical and chemical approaches to seek explanations for these strength decreases in relation to the 28-day microstructure of concrete are presented. Scanning electron microscope observations revealed air bubbles and well-developed calcium hydroxide crystals which could explain in some cases the drops in strength. Porosity to water and absorption of water were increased whereas the degree of hydration was not affected. Secondary effects were highlighted when standard curing temperature (20℃) was not satisfied.
机译:先前的一篇论文报道说,在夏季条件下生产的控制样品的28天强度降低了。结果表明,它们取决于混合料的初始温度,取决于新鲜混凝土散装浆的孔隙率。在这里,提出了使用物理和化学方法进行的进一步研究,以寻求有关与28天混凝土微观结构有关的强度下降的解释。扫描电子显微镜观察发现气泡和发达的氢氧化钙晶体,在某些情况下可以解释强度下降。增加了对水的孔隙度和对水的吸收,而水合度没有受到影响。当不满足标准固化温度(20℃)时,会突出显示次级效果。

著录项

  • 来源
    《Magazine of Concrete Research》 |2005年第5期|p.301-308|共8页
  • 作者单位

    Laboratory of Materials and Durability of Constructions — INSA/ UPS -Dept. of Civil Engineering -Av. de Rangueil, 31077 Toulouse, France;

  • 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 水泥工业;
  • 关键词

  • 入库时间 2022-08-18 00:16:57

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