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Concrete hydration, temperature development, and setting at early-ages.

机译:混凝土的水化,温度升高和早期凝固。

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摘要

Findings from past research efforts have demonstrated that the concrete temperature development during the first 24 to 72 hours has a major impact on long-term pavement performance. The development of excessive portland cement concrete (PCC) temperatures may result in reduced pavement performance. These factors emphasize that concrete temperature control during construction in hot weather conditions is essential to improve the durability of PCC pavements.; The primary objective of this study is to develop mitigation techniques to control the in place temperature development of early-age concrete, as this will improve the performance of PCC pavements constructed under hot weather conditions. Longer lasting PCC pavements will be produced if the assumptions made during design are achieved in the field. This study proposes a method to integrate the design assumptions to the construction process by means of an end-result temperature control specification.; During this study, a general hydration model for cementitious materials and a model to predict the temperature gain in hardening concrete is developed and calibrated. The temperature prediction model was calibrated for field conditions with data collected from seven concrete paving projects. The model accounts for different pavement thicknesses, mixture proportions, cement chemical composition, cement fineness, amount of cement, mineral admixtures, material types, climatic conditions, and different construction scenarios. The temperature prediction model will enable the development of performance based specifications to guard against premature concrete failures. This model will further provide the designer, contractor, and specification developer with the means to evaluate and quantify the effect of most of the various complex interactions that affect the concrete temperature development during early-ages.; A model to predict initial and final setting of hardening concrete is presented, and calibrated, with data collected under laboratory and field conditions. The effects of concrete temperature, different cements, and mineral admixtures on the initial and final times are characterized.; Finally, an innovative temperature control specification is presented, which encourages contractor innovation and focuses on material selection for the particular location and environmental conditions. This approach accounts for the impact of modern paving materials, and will ensure improved concrete performance under hot weather placement conditions.
机译:过去研究工作的发现表明,在最初的24到72小时内,混凝土温度的升高对长期路面性能有重大影响。波特兰水泥混凝土(PCC)温度过高可能会导致路面性能下降。这些因素强调,在炎热天气条件下进行施工期间的混凝土温度控制对于提高PCC路面的耐久性至关重要。这项研究的主要目的是开发缓解技术,以控制早期混凝土的就地温度发展,因为这将改善在炎热天气条件下建造的PCC路面的性能。如果在现场实现了设计期间所做的假设,则可以生产更长久的PCC路面。本研究提出了一种通过最终结果温度控制规范将设计假设与施工过程相结合的方法。在这项研究中,开发并校准了水泥材料的一般水化模型和预测硬化混凝土中温度升高的模型。使用从七个混凝土摊铺项目中收集的数据,针对现场条件对温度预测模型进行了校准。该模型考虑了不同的路面厚度,混合比,水泥化学成分,水泥细度,水泥用量,矿物掺合料,材料类型,气候条件和不同的施工方案。温度预测模型将有助于制定基于性能的规范,以防止混凝土过早失效。该模型将进一步为设计者,承包商和规格制定者提供评估和量化影响早期混凝土温度发展的各种复杂相互作用中大多数影响的方法。利用在实验室和现场条件下收集的数据,提出并校准了预测硬化混凝土初始和最终凝固的模型。表征了混凝土温度,不同水泥和矿物掺合料对初始和最终时间的影响。最后,提出了创新的温度控制规范,该规范鼓励承包商进行创新,并着重于针对特定位置和环境条件的材料选择。这种方法考虑了现代铺路材料的影响,并将确保在炎热天气条件下改善混凝土性能。

著录项

  • 作者

    Schindler, Anton Karel.;

  • 作者单位

    The University of Texas at Austin.;

  • 授予单位 The University of Texas at Austin.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 531 p.
  • 总页数 531
  • 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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