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Casting of composite concrete-filled steel tube beams with self-consolidating concrete

机译:自密实混凝土浇筑钢管混凝土组合梁

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摘要

This paper reports tests that have been conducted as part of a research project that aims torninvestigate the flexural behavior of real-scaled rectangular concrete-filled steel tube (CSFT) beams. Concretefillingrntests were carried out on two beam specimens of 12-m in length which were horizontally cast withrnself-consolidating concrete under two different conditions: with and without pressure. Ultrasonic inspectionrntests were also conducted to evaluate the efficacy of such non-destructive technique in detecting imperfectionsrnon the surface of concrete core due to casting. Finally, a total of six short column specimens were split into threerngroups to investigate an effective surface treatment to minimize the bond resistance between steel and concrete:rnoil, grease and mold release wax-based agent.
机译:本文报告了作为一项研究项目的一部分而进行的测试,该研究旨在撕毁实实比例矩形矩形钢管混凝土(CSFT)梁的弯曲行为。在两个长度为12 m的梁试样上进行了混凝土填充测试,这些试样在两个不同的条件下(有压和无压)与自密实混凝土一起水平浇铸。还进行了超声波检查,以评估这种无损检测技术在检测由于铸造引起的混凝土芯表面缺陷方面的功效。最后,将总共六个短柱试样分成三个组,以研究有效的表面处理,以最大程度地减少钢与混凝土之间的粘结阻力:丁腈,油脂和脱模蜡基剂。

著录项

  • 来源
    《Tubular structures XV》|2015年|111-116|共6页
  • 会议地点 Rio de Janeiro(BR)
  • 作者单位

    Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, MG, Brasil;

    Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, MG, Brasil;

    Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, MG, Brasil;

    Departamento de Engenharia de Estruturas, Universidade Federal de Minas Gerais, MG, Brasil;

    Vallourec Research Center Brasil, Vallourec Tubos do Brasil S.A.;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
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