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Use of ground palm oil fuel ash to improve strength, sulfate resistance, and water permeability of concrete containing high amount of recycled concrete aggregates

机译:使用磨碎的棕榈油燃料灰提高含有大量再生混凝土骨料的混凝土的强度,抗硫酸盐性和透水性

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摘要

This study proposes the use of ground palm oil fuel ash (POFA) with high fineness to improve the mechanical properties and durability of concrete containing high amount of recycled concrete aggregates. The mixture proportions of the recycled aggregate concretes were separated into two groups; the first group was composed of 100% coarse recycled aggregate and natural river sand, while the second group was composed of 100% both coarse and fine recycled aggregates. A portion of ordinary Portland cement type I (OPC) was replaced by ground POFA at 20%, 35%, and 50% by weight of binder for both recycled aggregate concrete groups. The results showed that ground POFA could improve the compressive strength and reduce the water permeability of recycled aggregate concretes. With 20% replacement of OPC by ground POFA, the compressive strength of recycled aggregate concretes was only 7% lower than that of the conventional concrete. The modulus of elasticity of recycled aggregate concrete with and without ground POFA was lower than that of the conventional concrete by approximately 25%. Finally, ground POFA could be used effectively to reduce the expansion of recycled aggregate concrete. As the replacement of ground POFA in concrete is increased, the expansion of recycled aggregate concrete due to sodium sulfate attack decreased.
机译:这项研究提出使用具有高细度的地面棕榈油燃料灰(POFA)来改善含有大量可再生混凝土骨料的混凝土的机械性能和耐久性。再生骨料混凝土的混合比例分为两组:第一组由100%的粗粒再生骨料和天然河砂组成,而第二组由100%的粗粒和细粒再生骨料组成。对于两种再生骨料混凝土组,一部分普通I型波特兰水泥(OPC)被粘合剂20%,35%和50%重量的POFA代替。结果表明,地面POFA可以提高再生骨料混凝土的抗压强度,降低其透水性。用地面POFA代替OPC 20%,再生骨料混凝土的抗压强度仅比常规混凝土低7%。有和没有磨碎的POFA的再生骨料混凝土的弹性模量比常规混凝土低约25%。最后,地面POFA可以有效地减少再生骨料混凝土的膨胀。随着在混凝土中替代地面POFA的增加,由于硫酸钠侵蚀而导致的再生骨料混凝土的膨胀减少。

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  • 来源
    《Materials & design》 |2012年第10期|p.150-157|共8页
  • 作者单位

    Department of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi (KMUTT), Bangkok 10140, Thailand;

    Department of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi (KMUTT), Bangkok 10140, Thailand;

    Department of Civil Engineering, Faculty of Engineering, King Mongkut's University of Technology Thonburi (KMUTT), Bangkok 10140, Thailand;

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