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首页> 外文期刊>Magazine of Concrete Research >Benchmarking UK concretes using an accelerated carbonation test
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Benchmarking UK concretes using an accelerated carbonation test

机译:使用加速碳化测试对英国混凝土进行基准测试

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摘要

This paper reports data on accelerated carbonation measurements. Essentially the draft European test method using the reference procedure is used but with curing and preconditioning different to the reference method. These small differences are unlikely to change the ranking of concretes with respect to carbonation resistance. The wide range of concretes tested was representative of UK ready-mix concrete production. None of the traditional specification parameters (maximum water/cement (w/c) ratio, minimum cement content and compressive strength class) on their own or in combination give a consistent accelerated carbonation resistance. When compared at a fixed w/c ratio of 0·60, there was no clear influence of cement content on carbonation resistance. The main factors influencing the accelerated carbonation depth are w/c ratio, cement type and aggregate quality. Although not the focus of the work reported, it was noted that one week of accelerated carbonation was equivalent to around 1·5 years of carbonation in outside, protected exposure.
机译:本文报告了有关加速碳酸化测量的数据。本质上,使用的是使用参考程序的欧洲测试方法草案,但固化和预处理与参考方法不同。这些小的差异不太可能改变混凝土抗碳化性的等级。测试的各种混凝土代表了英国预拌混凝土的生产。传统规格参数(最大水/水泥(w / c)比,最小水泥含量和抗压强度等级)本身或组合都不提供一致的加速抗碳化性。当以固定的w / c比为0·60进行比较时,水泥含量对耐碳化性没有明显影响。影响加速碳化深度的主要因素是w / c比,水泥类型和骨料质量。尽管不是报告工作的重点,但应注意的是,加速碳化的一周时间相当于在外部受保护暴露下碳化约1·5年。

著录项

  • 来源
    《Magazine of Concrete Research》 |2012年第8期|p.697-706|共10页
  • 作者单位

    Independent Structural Consultant, Coimbatore, India;

    Visiting Industrial Professor University of Dundee, Dundee, UK;

    Professor of Civil Engineering and Dean of the School of Engineering, Physics and Mathematics, Concrete Technology Unit, University of Dundee, Dundee, UK;

    Honorary Research Fellow, University of Dundee, Dundee, UK;

  • 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
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