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Flame Resistance of Asphalt Mixtures with Flame Retardants through a Comprehensive Testing Program

机译:通过综合测试程序,与阻燃剂的沥青混合料的阻燃性

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摘要

As tunnels are now longer and built more frequently, fire safety in tunnels has become a major issue throughout the world. The objective of this study is to investigate the flame resistance of warm-mix asphalt mixtures with flame retardants through a comprehensive testing program. In this study, a compound flame retardant (FR) was added to the asphalt and warm-mix asphalt. The comprehensive testing program included the flash point test and oxygen index test of the asphalt binder, the combustion test of loose and compacted mixtures, and a bench scale apparatus for combustion testing of asphalt mixtures in order to understand the flame resistance of the asphalt and mixtures. The results of the asphalt binder tests indicate that FR has no significant effect on the flash point but has an obvious effect on the fire point, and FR asphalt requires more oxygen because the FR prevents it from burning. During various combustion tests, the FR reduced the flame, lessened the smoke, and lowered the temperature but noticeably increased the burning time. It was noticed that the structural integrity of the burned FR mixture samples is preferable to the mixture without FR. The bench scale apparatus for combustion testing shows that the ignition time is extended, both the heat release and smoke for the FR mixtures are noticeably decreased, and both the carbon monoxide (CO) and carbon dioxide (CO_2) emissions are reduced. This means FR mixtures have better flame resistance and will have less potential for environmental pollution. Moreover, the results also show that a warm-mix asphalt additive has little effect on the flash point, fire point, or oxygen index of the asphalt. It also has little effect on the burning time and the flame height of loose mixtures. Because the warm-mix asphalt additive aids combustion, it decreases the maximum temperature and mass loss of the compacted mixtures during the firing process. It also shortens the ignition time and decreases the released heat, the total smoke, and the release of CO and CO_2. Thus, the flame resistance of warm-mix asphalt with FR is the best due to the combined effect of the FR and the warm-mix asphalt additive, which means that the combination of modified asphalt is preferable for asphalt pavement in tunnels.
机译:随着隧道现在越来越长,建造越来越频繁,隧道的消防安全已成为全世界的主要问题。这项研究的目的是通过综合测试程序来研究具有阻燃剂的热拌沥青混合料的阻燃性。在这项研究中,将复合阻燃剂(FR)添加到沥青和热拌沥青中。全面的测试程序包括沥青粘合剂的闪点测试和氧指数测试,疏松和压实混合物的燃烧测试以及用于沥青混合物燃烧测试的台式设备,以了解沥青和混合物的阻燃性。沥青粘合剂试验的结果表明,阻燃剂对闪点没有明显影响,但对着火点有明显影响,阻燃剂沥青需要更多的氧气,因为阻燃剂可防止其燃烧。在各种燃烧测试中,阻燃剂减少了火焰,减少了烟雾,降低了温度,但燃烧时间明显增加。注意到燃烧的FR混合物样品的结构完整性优于没有FR的混合物。用于燃烧测试的台式设备表明,延长了点火时间,显着降低了FR混合物的放热和烟雾,同时减少了一氧化碳(CO)和二氧化碳(CO_2)的排放。这意味着阻燃剂混合物具有更好的阻燃性,并且对环境污染的可能性较小。此外,结果还表明,温拌沥青添加剂对沥青的闪点,着火点或氧指数几乎没有影响。它也不会影响松散混合物的燃烧时间和火焰高度。由于温拌沥青添加剂有助于燃烧,因此可以降低烧制过程中压实混合物的最高温度和质量损失。它还可以缩短点火时间并减少释放的热量,总烟雾以及CO和CO_2的释放。因此,由于FR和热拌沥青添加剂的组合作用,具有FR的热拌沥青的阻燃性是最好的,这意味着改性沥青的组合优选用于隧道中的沥青路面。

著录项

  • 来源
    《Journal of materials in civil engineering》 |2017年第4期|04016266.1-04016266.9|共9页
  • 作者单位

    State Engineering Laboratory of Highway Maintenance Technology, Changsha Univ. of Science and Technology, 960, 2nd Section, Wanjiali South Rd., Changsha 410004, China;

    School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, 960, 2nd Section, Wanjiali South Rd., Changsha 410004, China;

    School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, 960, 2nd Section, Wanjiali South Rd., Changsha 410004, China;

    Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Warm-mix asphalt; Sasobit; Flame retardant (FR); Flame resistance; Limiting oxygen index; Burning time; Heat release rate; Smoke;

    机译:温拌沥青;萨索比特阻燃剂(FR);阻燃性极限氧指数燃烧时间;放热率;抽烟;

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