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Effects of Environmental Factors on Concrete Carbonation Depth and Compressive Strength

机译:环境因素对混凝土碳化深度和抗压强度的影响

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摘要

The influence of temperature, CO2 concentration and relative humidity on the carbonation depth and compressive strength of concrete was investigated. Meanwhile, phase composition, types of hydration products and microstructure characteristics of samples before and after the carbonation were analyzed by XRD and ESEM. Research results demonstrate that temperature, CO2 concentration and relative humidity influence the carbonation depth and compressive strength of concrete significantly. There is a linear relationship between temperature and carbonation depth, as well as the compressive strength of concrete. CO2 concentration and relative humidity present a power function and a polynomial function with carbonation depth of concrete, respectively. The concrete carbonation depth increases with the increase of relative humidity and reaches the maximum value when the relative humidity is 70%. Significant differences of phase composition, hydration products and microstructure are observed before and after the carbonation. Carbonization products of samples are different with changes of temperatures (10 °C, 20 °C and 30 °C). The result of crystal structure analysis indicates that the carbonation products are mainly polyhedral spherical vaterite and aragonite.
机译:研究了温度,CO2浓度和相对湿度对混凝土碳化深度和抗压强度的影响。同时,通过XRD和ESEM分析了碳酸化之前和之后的相位成分,水合产物类型和样品的微观结构特征。研究结果表明,温度,CO2浓度和相对湿度显着影响混凝土的碳酸化深度和抗压强度。温度和碳化深度之间存在线性关系,以及混凝土的抗压强度。 CO2浓度和相对湿度呈现功率功能和具有混凝土碳化深度的多项式功能。混凝土碳化深度随着相对湿度的增加而增加,当相对湿度为70%时达到最大值。在碳酸化之前和之后观察到相位成分,水合产物和微观结构的显着差异。样品的碳化产品与温度的变化(10℃,20℃和30℃)不同。晶体结构分析的结果表明,碳酸化产品主要是多面体球形Vaterite和金属石。

著录项

  • 作者

    Ying Chen; Peng Liu; Zhiwu Yu;

  • 作者单位
  • 年度 2018
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
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