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High performance concrete in Oklahoma designed for precast/prestressed bridge beams.

机译:俄克拉荷马州的高性能混凝土,用于预制/预应力桥梁。

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摘要

High performance concrete (HPC) is becoming the building material of choice for many different applications. By definition, HPC is concrete meeting specific performance requirements that cannot always be achieved using conventional constituent materials and normal mixing, placing and curing practices. HPC must be developed at the local level, given the uniqueness of local constituents and the economic practicality of employing many of these local constituents. Today there are a wide variety of cements, supplementary cementitious materials, aggregates, and admixtures in use.; One likely application of HPC is in precast/prestressed concrete bridges. The objective of this research was to confirm the advantages of HPC for Oklahoma and, in the process, to advance the field of HPC in general.; The research involved identifying locally available cements and aggregates suitable for producing HPC, developing HPC mixture proportions for precast/prestressed bridge beams and, finally, demonstrating HPC at a precast/prestressed concrete plant in Oklahoma. The test group included eight cements and four coarse aggregates. Variables examined in developing HPC mixtures included water/cementitious materials (w/cm) ratio, supplementary cementitious materials, and cementitious material content. Additionally, heat curing was evaluated in parallel with standard curing. Criteria for comparing HPC mixtures included workability, compressive strength, splitting tensile strength, and modulus of elasticity. Several HPC mixtures, distinguished as having adequate workability and potential to achieve compressive strength of 60 MPa (8,700 psi) at 1 day and 100 MPa (14,500 psi) by 28 or 56 days, were selected for trial at a precast/prestressed concrete plant.; It was learned that all cements and aggregates in the test group appear suitable for producing HPC, but some cements and aggregates are better in precast/prestressed concrete applications. Cement selection is crucial to early strength gain while the choice of coarse aggregate is more important for ultimate strength development. The w/cm is a useful statistics for today's increasingly complex HPC mixtures. Heat curing was damaging to ultimate strength potential and, in some HPC mixtures, even failed to accelerate early strength gain relative to standard curing. Also, difficulties with reproducibility can be encountered when trying to advance HPC technology from the laboratory to commercial manufacture.
机译:高性能混凝土(HPC)成为许多不同应用的首选建筑材料。顾名思义,HPC是满足特定性能要求的混凝土,使用传统的组成材料以及常规的混合,放置和固化方法无法始终实现这些性能要求。鉴于本地成分的独特性以及雇用许多此类本地成分的经济实用性,HPC必须在本地一级开发。今天,有各种各样的水泥,辅助水泥材料,集料和掺和料在使用。 HPC的一种可能应用是在预制/预应力混凝土桥梁中。这项研究的目的是确认HPC在俄克拉荷马州的优势,并在此过程中总体上推进HPC领域。研究包括确定适合生产HPC的本地可用水泥和骨料,开发用于预制/预应力桥梁梁的HPC混合物比例,最后在俄克拉荷马州的预制/预应力混凝土工厂中演示HPC。测试组包括八种水泥和四种粗骨料。在开发高性能混凝土混合物中检查的变量包括水/水泥材料(w / cm)的比例,补充水泥材料和水泥材料的含量。另外,与标准固化同时评估热固化。比较HPC混合物的标准包括可加工性,抗压强度,劈裂抗张强度和弹性模量。选择了几种HPC混合物,它们具有足够的可加工性和潜力,可以在1天时达到60 MPa(8,700 psi)的压缩强度,并在28天或56天时达到100 MPa(14,500 psi)的压缩强度,在预制/预应力混凝土工厂中进行试验。 ;据了解,测试组中的所有水泥和骨料似乎都适合生产HPC,但某些水泥和骨料在预制/预应力混凝土应用中更好。水泥的选择对于早期强度的提高至关重要,而粗骨料的选择对于最终强度的提高更为重要。 w / cm是当今日益复杂的HPC混合物的有用统计数据。相对于标准固化,热固化破坏了极限强度潜能,在某些HPC混合物中,甚至未能加速早期强度的提高。此外,在尝试将HPC技术从实验室推进到商业生产时,可能会遇到重现性方面的困难。

著录项

  • 作者

    Freyne, Seamus Francis.;

  • 作者单位

    The University of Oklahoma.;

  • 授予单位 The University of Oklahoma.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 398 p.
  • 总页数 398
  • 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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