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Effects of hydration heat velocity on autogenous shrinkage of hiah-strenath concrete

机译:水化热速度对高强混凝土自生收缩的影响

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摘要

The purpose of this study was to quantitatively investigate the effects of a micro encapsulated retarder (MER) on the hydration heat velocity (HHV) and autogenous shrinkage velocity (ASV) of high-strength concrete (HSC). A series of laboratory experiments was designed and conducted with the main variables being the amount of MER (0, 0-4 and 0-8% of total cement weight), specimen size (300 × 300 × 300 mm~3 and 100 × 100 × 400 mm~3) and two different curing conditions (semi-adiabatic and in air at 20℃). As a result, the MER was demonstrated to be effective for retarding the cement hydration process without reducing the compressive strength of the hardened concrete. Analysis of the results showed that the hydration temperature and the HHV of the HSC decreased as MER amount increased. Increasing the amount of MER also decreased the ASV and ultimate autogenous shrinkage for HSC. Finally, it was found that the HHV is strongly correlated with the ASV, and an approximate formula relating the two parameters is proposed. The findings in this study will be useful for optimum concrete design by controlling early-age shrinkage in HSC.
机译:这项研究的目的是定量研究微胶囊化缓凝剂(MER)对高强度混凝土(HSC)的水化热速度(HHV)和自生收缩速度(ASV)的影响。设计并进行了一系列实验室实验,主要变量是MER的量(水泥总重量的0、0-4和0-8%),试样尺寸(300×300×300 mm〜3和100×100 ×400 mm〜3)和两种不同的固化条件(半绝热和在20℃的空气中)。结果,证明了MER在不降低硬化混凝土的抗压强度的情况下可有效地延迟水泥水合过程。结果分析表明,随着MER量的增加,HSC的水合温度和HHV降低。 MER含量的增加也降低了HSC的ASV和最终自发收缩。最后,发现HHV与ASV密切相关,并提出了两个参数的近似公式。通过控制HSC的早期收缩,这项研究中的发现将对最佳混凝土设计有用。

著录项

  • 来源
    《Magazine of Concrete Research》 |2013年第24期|1385-1395|共11页
  • 作者

    Gyuyong Kim; Kyungmo Koo;

  • 作者单位

    Department of Architectural Engineering, Chungnam National University, Daejeon, South Korea;

    Department of Architectural Engineering, Chungnam National University, Daejeon, South Korea;

  • 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

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