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Effect of internal curing on internal relative humidity and shrinkage of high strength concrete slabs

机译:内部固化对高强度混凝土板内部相对湿度和收缩率的影响

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摘要

In the paper, the moisture content, in terms of relative humidity, inside of high strength concrete slab, with and without addition of pre-soaked lightweight aggregate (PSLWA), exposed to normal indoor environment is investigated by continually measuring the interior humidity of concrete immediately after slab casting until 28 days. The effects of internal curing on the developments of internal relative humidity and free shrinkage in high strength concrete slab are analyzed. The experimental results show that the internal relative humidity of high strength concrete decreases with concrete age since casting. The developing tendency of the relative humidity inside of concrete with age follows a vapor-saturated stage with 100% relative humidity (stage Ⅰ) and a stage that relative humidity gradually decreases (stage Ⅱ). A humidity gradient along the thickness of slab exists in early age high strength concrete. As PSLWA is added, the reduction rate of interior humidity in stage Ⅱ is obviously reduced and the reduction trend with age changes from non-linear pattern to almost linear pattern. The duration of the internal humidity-saturated stage Ⅰ is noticeably prolonged by addition of PSLWA. The humidity gradient together with the corresponding shrinkage gradient along the thickness of the slab is reduced also. The highest reduction on internal humidity at 28 days since casting in high strength concrete slab is changed from 46.5% to 26.2% with a medium PSLWA addition ratio, and finally to 7.9% with a high PSLWA addition level. Within present addition range, the more the PSLWA added, the stronger the above positive internal curing effects.
机译:通过连续测量混凝土的内部湿度,研究了在有或没有添加预浸轻质骨料(PSLWA)的情况下,暴露于正常室内环境下的高强度混凝土板内部相对湿度的相对湿度。板坯铸造后立即进行,直到28天。分析了内部固化对高强度混凝土板内部相对湿度和自由收缩发展的影响。实验结果表明,高强度混凝土的内部相对湿度随着浇筑时间的延长而降低。混凝土内部相对湿度随年龄的增长趋势经历了一个相对湿度为100%的蒸汽饱和阶段(阶段Ⅰ)和相对湿度逐渐降低的阶段(阶段Ⅱ)。早期高强度混凝土中存在沿平板厚度的湿度梯度。随着PSLWA的加入,Ⅱ期室内湿度的降低速度明显降低,并且随着年龄的增长趋势从非线性模式变为近乎线性模式。通过添加PSLWA,内部湿度饱和阶段Ⅰ的持续时间明显延长。沿板坯厚度的湿度梯度和相应的收缩率也降低了。自从高强度混凝土板浇铸以来,在28天时内部湿度的最大减少量从PSLWA添加量中等的46.5%变为26.2%,最终到PSLWA添加量较高时的7.9%。在当前添加范围内,PSLWA添加的数量越多,上述积极的内部固化效果越强。

著录项

  • 来源
    《Construction and Building Materials》 |2014年第30期|41-49|共9页
  • 作者单位

    Key Laboratory of Structural Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;

    Key Laboratory of Structural Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;

    Key Laboratory of Structural Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China;

    Central Research Institute of Building and Construction, MCC Group Co. Ltd., Beijing 100088, 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

    High strength concrete; Internal curing; Relative humidity; Shrinkage;

    机译:高强度混凝土;内部固化;相对湿度;收缩率;

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