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Quick heating method of asphalt pavement in hot in-place recycling

机译:现场热回收中沥青路面的快速加热方法

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摘要

To improve the heating rate of asphalt pavement in Hot In-Place Recycling (HIR), a quick heating method was proposed. Considering input heat flux, the thermal capacity and thermal resistance of asphalt pavement materials, a novel heat transfer model was established based on energy conservation law. Time-dependent heating temperature field distributions of various heating methods were calculated with Euler formulation, and numerical simulation results from the heating transfer model were validated by measured results. The results indicate that one-way continuous heating method (OCHM) leads to an obvious temperature gradient along the depth direction at the upper layer of asphalt pavement, and the heating speed is too slow when the temperature at the bottom of the upper layer reaches 100 degrees C. However, the heating speed is increased using another reciprocating intermittent heating method (RIHM). The surface temperature is changed periodicity, and the operation is too complex to control all the peak temperatures at 180 degrees C, which leads to the aging or charring of asphalt binder. Finally, a new constant temperature heating method (CTHM) was proposed and the ideal heat flux curve was obtained. With CTHM, the surface temperature of asphalt pavement is always kept 180 degrees C to ensure the heating quality by adjusting the input heat flux. Especially, the heating speed with CTHM is the fastest compared with OCHM and RIHM. (C) 2018 Elsevier Ltd. All rights reserved.
机译:为了提高现场热回收中沥青路面的加热速率,提出了一种快速加热方法。考虑输入热通量,沥青路面材料的热容量和热阻,建立了基于节能规律的新型传热模型。用欧拉公式计算了各种加热方式随时间变化的加热温度场分布,并通过实测结果验证了传热模型的数值模拟结果。结果表明,单向连续加热法(OCHM)导致沥青路面上层沿深度方向明显的温度梯度,当上层底部温度达到100℃时,加热速度过慢。但是,使用另一种往复间歇加热方法(RIHM)可以提高加热速度。表面温度周期性变化,操作过于复杂,无法将所有峰值温度控制在180摄氏度,这会导致沥青粘合剂的老化或炭化。最后,提出了一种新的恒温加热方法(CTHM),并获得了理想的热通量曲线。使用CTHM,沥青路面的表面温度始终保持在180摄氏度,以通过调节输入热通量来确保加热质量。特别是,与OCHM和RIHM相比,CTHM​​的加热速度最快。 (C)2018 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Construction and Building Materials》 |2018年第30期|211-218|共8页
  • 作者单位

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Natl Engn Lab Highway Maintenance Equipment, Xian 710064, Shaanxi, Peoples R China;

  • 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

    Asphalt pavement; Hot in-place recycling; Temperature field; Heating speed; Heating method;

    机译:沥青路面;就地热回收;温度场;加热速度;加热方法;

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