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Experimental study on effects of CO2 concentrations on concrete carbonation and diffusion mechanisms

机译:CO2浓度对混凝土碳化和扩散机理影响的试验研究

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摘要

In this paper, concretes of different grades were exposed to five different CO2 concentration levels (2, 10, 20, 50 and 100% by volume) using accelerated carbonation test methods. The relationship between the depth of concrete carbonation and CO2 concentration was investigated. The diffusion mechanisms of CO2 gas in concrete were analysed through the scanning electron microscopy (SEM) observations. Experimental results showed that, under the same carbonation age, the increase of carbonation depth was found to be high when concrete samples were exposed to low CO2 concentrations (i.e. 2-20%); and low when the samples were exposed to high CO2 concentrations (i.e. 50-100%). The reason for this is mainly due to the microstructure change caused by concrete carbonation, which makes the surface layer denser thus lowering the rate of CO2 diffusion into concrete. SEM results showed that carbonation decreased the porosity of concrete by clogging up the pores and reducing the pore sizes. It is believed that the diffusion mechanisms of CO2 into concrete under high and low CO2 concentration levels would be different. (C) 2015 Elsevier Ltd. All rights reserved.
机译:在本文中,使用加速碳化测试方法,将不同等级的混凝土暴露于五种不同的CO2浓度水平(按体积计分别为2%,10%,20%,50%和100%)。研究了混凝土碳化深度与CO2浓度之间的关系。通过扫描电子显微镜(SEM)观察分析了CO2气体在混凝土中的扩散机理。实验结果表明,在相同的碳化年龄下,当混凝土样品暴露于低CO 2浓度(即2-20%)时,碳化深度的增加很高。当样品暴露于高浓度CO2(即50-100%)时较低。其原因主要是由于混凝土碳化引起的微观结构变化,这使表面层致密,从而降低了CO2扩散到混凝土中的速率。扫描电镜结果表明,碳化会堵塞孔并减小孔径,从而降低了混凝土的孔隙率。人们认为,在高和低浓度的二氧化碳下,二氧化碳在混凝土中的扩散机理是不同的。 (C)2015 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2015年第15期|522-527|共6页
  • 作者单位

    Shenzhen Univ, Coll Civil Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China;

    Univ Newcastle, Sch Architecture & Built Environm, Callaghan, NSW 2308, Australia;

    Shenzhen Univ, Coll Civil Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, Peoples R China;

    Shenzhen Inst Informat Technol, Coll Traff & Environm, Shenzhen 518000, Peoples R China;

    Shenzhen Univ, Coll Civil Engn, Guangdong Prov Key Lab Durabil Marine Civil Engn, Shenzhen 518060, 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

    Concrete; Carbonation; CO2 concentration; Diffusion mechanism; Microstructure;

    机译:混凝土;渗碳;CO2浓度;扩散机理;微观结构;

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