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Effect of alkalis and sulfate on Portland cement systems.

机译:碱和硫酸盐对波特兰水泥体系的影响。

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摘要

The effect of the sulfates and alkalis on the durability of Portland cement systems was investigated through a series of cube and prism mixes. Durability was assessed using expansion of mortar prisms and the compressive strength of mortar cubes. The study covered a large range of both alkali and sulfate contents using 5 different Portland cements. The alkali contents ranged from 0.27 to 3.8%, the sulfate content (as SO3) ranged from 2.54 to 5%. Doping was done using Terra Alba gypsum and potassium hydroxide. In addition to physical measurements, SEM, XRD, chemical analysis and heat of hydration calorimetry were used for further analysis. Mixing, curing and testing were done at room temperature.; The results show that sulfate contents up to the levels used in this study, at low alkali contents and ambient temperature curing, did not adversely affect durability of Portland cement mortars up to 360 days. A correlation was established between expansion and ettringite formation.; Increasing the alkali content always resulted in loss of compressive strength, and in some cases, excessive expansion. Excessive expansion was only experienced at the 3.8% level. Alkali levels of up to 2% and sulfate levels of 5% did not result in excessive expansion at room temperature-cure up to the ages reported here. The effect of alkali depended on the cement mineralogical composition, especially C3S content. The addition of alkalis seems to impact the nature of the microstructure and the nature of other hydration products.; The addition of sulfates seems to counteract the effect of alkalis, especially on the loss of compressive strength. However, these sulfates may result in other problems as they may be available at any time to form ettringite which may, under certain conditions, result in excessive expansion.; It was concluded that sulfate levels on the order of 3-3.6%, did not pose any major durability drawbacks under normal curing temperatures and low alkali contents (1%). Alkali levels above 1% will adversely affect the durability of Portland cement systems.
机译:通过一系列立方体和棱柱混合料,研究了硫酸盐和碱对波特兰水泥体系耐久性的影响。使用砂浆棱镜的膨胀和砂浆立方体的抗压强度评估耐久性。该研究使用5种不同的波特兰水泥覆盖了大范围的碱和硫酸盐含量。碱含量为0.27至3.8%,硫酸盐含量(以SO3计)为2.54至5%。使用Terra Alba石膏和氢氧化钾进行掺杂。除物理测量外,还使用SEM,XRD,化学分析和水合热量法进行进一步分析。混合,固化和测试在室温下进行。结果表明,在低碱含量和环境温度固化条件下,硫酸盐含量达到本研究中使用的水平不会对波特兰水泥砂浆的耐久性造成不利影响,可持续至360天。在膨胀和钙矾石形成之间建立了相关性。碱含量的增加总是导致抗压强度的损失,并且在某些情况下,过度膨胀。仅在3.8%的水平上经历了过度扩张。在室温下,直至此处报道的年龄,碱含量最高为2%,硫酸盐含量为5%不会导致室温下过度膨胀。碱的作用取决于水泥的矿物学组成,尤其是C3S含量。碱的添加似乎影响了微结构的性质和其他水合产物的性质。硫酸盐的添加似乎抵消了碱的作用,特别是在抗压强度损失上。但是,这些硫酸盐可能会导致其他问题,因为它们可随时用于形成钙矾石,在某些条件下会导致过度膨胀。得出的结论是,在正常固化温度和低碱含量(<1%)下,硫酸盐含量为3-3.6%不会造成任何重大的耐久性缺陷。碱含量超过1%会对波特兰水泥系统的耐久性产生不利影响。

著录项

  • 作者

    Halaweh, Mahmoud A.;

  • 作者单位

    University of South Florida.;

  • 授予单位 University of South Florida.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 218 p.
  • 总页数 218
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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