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Effects of pre-curing treatment and chemical accelerators on Portland cement mortars at low temperature (5 ℃)

机译:低温(5℃)预固化处理和化学促进剂对硅酸盐水泥砂浆的影响

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摘要

Artificial heating and chemical admixtures are widespread solutions to keep and improve the early strength of cement concretes in cold weather. The research analyzed the performance of cement mortar at low temperature (5 degrees C) in combination with pre-curing treatment and the use of chemical accelerators, e.g., calcium chloride (CaCl2), sodium nitrite (NaNO2), potassium carbonate (K2CO3), and sodium sulfate (Na2SO4). The investigation comprised the mechanical behavior, setting time, released heat of hydration, and microstructures. The standard curing pretreatment at 20 degrees C, differently from curing at 5 degrees C, engendered a reduction in the mechanical strength of both untreated and chemically treated cement mortar samples. Although all chemicals accelerated the reactions of hydration, the achieved compressive strengths of the mortars were different. The specimens treated with calcium chloride (CaCl2) reached the highest compressive strength, followed by sodium nitrite (NaNO2) and sodium sulfate (Na2SO4). Specimens containing potassium carbonate (K2CO3) attained the lowest compressive strength. Further analyses highlighted the importance of the time interval between initial and final setting: a shorter time interval led to lower mechanical strength due to more cracks in the cement matrix. (C) 2019 Elsevier Ltd. All rights reserved.
机译:人工加热和化学外加剂是在寒冷天气下保持并提高水泥混凝土早期强度的广泛解决方案。该研究结合了预固化处理和使用化学促进剂(例如氯化钙(CaCl2),亚硝酸钠(NaNO2),碳酸钾(K2CO3),和硫酸钠(Na2SO4)。研究内容包括机械性能,凝固时间,水合释放热和微观结构。与在5摄氏度下进行固化不同,在20摄氏度下进行标准固化预处理会导致未处理和化学处理的水泥砂浆样品的机械强度降低。尽管所有化学物质都加速了水合反应,但砂浆的抗压强度却有所不同。用氯化钙(CaCl2)处理的样品达到最高抗压强度,其次是亚硝酸钠(NaNO2)和硫酸钠(Na2SO4)。包含碳酸钾(K2CO3)的样品达到最低的抗压强度。进一步的分析强调了初始设置和最终设置之间的时间间隔的重要性:更短的时间间隔由于水泥基质中的更多裂缝而导致较低的机械强度。 (C)2019 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials 》 |2020年第20期| 117893.1-117893.9| 共9页
  • 作者

  • 作者单位

    Changan Univ Sch Highway Xian Shaanxi Peoples R China|Changan Univ Key Lab Special Area Highway Engn MOE Xian Shaanxi Peoples R China|Changan Univ Int Joint Lab Sustainable Dev Highway Infrastruct Xian Shaanxi Peoples R China;

    Changan Univ Key Lab Special Area Highway Engn MOE Xian Shaanxi Peoples R China;

    Norwegian Univ Sci & Technol NTNU Dept Civil & Environm Engn Trondheim Norway;

    Changan Univ Sch Highway Xian Shaanxi Peoples R China;

    Xian Univ Technol State Key Lab Ecohydraul Northwest Arid Reg Xian Peoples R China;

  • 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

    Cement mortar; Low temperature; Accelerators; Pre-curing treatment; Cold weather concreting; Interval time;

    机译:水泥砂浆;低温;促进剂;预固化处理;寒冷的天气凝结;间隔时间;

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