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Preparation and characterisation of fly ash based geopolymer mortars

机译:粉煤灰基聚合物砂浆的制备与表征

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摘要

Geopolymer mortars with varying levels of sand aggregate were prepared and their physical and mechanical properties studied. The geopolymer binder to sand aggregate weight ratio was varied from 9 to 1. Compressive strength and Young's modulus of the fly ash based geopolymer paste were 60 MPa and 2.27 GPa and these values did not change significantly with addition of up to 50 wt.% sand aggregate. Geopolymer binder exhibited strong bonding to the sand aggregate. Increasing sand content without increasing the amount of alkaline activator resulted in a decreasing level of geopolymerisation within the binder system.
机译:制备了具有不同含量的砂骨料的地聚合物砂浆,并研究了其物理和机械性能。地聚合物粘合剂与砂的骨料重量比在9到1之间变化。粉煤灰基地聚合物浆料的抗压强度和杨氏模量分别为60 MPa和2.27 GPa,并且添加至多50 wt。%的砂时,这些值没有明显变化。骨料。地聚合物粘合剂显示出与砂骨料的牢固粘合。在不增加碱性活化剂含量的情况下增加砂含量会导致粘合剂体系内的地质聚合水平降低。

著录项

  • 来源
    《Construction and Building Materials》 |2010年第10期|P.1906-1910|共5页
  • 作者单位

    Centre for Materials Research, Department of Imaging and Applied Physics, Curtin University of Technology, GPO Box U1987, Perth, WA 6845, Australia;

    rnCentre for Materials Research, Department of Imaging and Applied Physics, Curtin University of Technology, GPO Box U1987, Perth, WA 6845, Australia;

    School of Chemical and Physical Sciences, Victoria University of Wellington, New Zealand;

  • 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

    geopolymer; fly ash; mortar; compressive strength; bonding;

    机译:地质聚合物粉煤灰砂浆;抗压强度;粘接;

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