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Experimental research on temperature field and structure performance under different lining water contents in road tunnel fire

机译:公路隧道火灾不同衬砌含水量温度场及结构性能试验研究

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摘要

An important feature for distinguishing tunnel lining structure and structure on the ground is the obvious difference of water content. In order to realize the difference between lining structure temperature characteristic and damage which are caused by different water content, a large-scale model test is carried out in this paper through studying the fire entity engineering in Xinqidaoliang to research the temperature field distribution and damage of road tunnel lining structure under different water content. The result shows that the heating rate and the highest temperature of lining internal surface are closely related to the distance to fire and water content of lining. The farther away from the fire, the slower the heating rate is and the lower the highest temperature becomes; for the sections that are equidistant from the fire, the higher the water content is, the slower the heating rate becomes and the lower the highest temperature on lining surface is. As it is closer to the inner of lining, the time needed to reach the highest temperature increases multiply; for the sections that are equidistant from the fire, the higher the water content is, the lower the highest temperature becomes and the longer the time needed to reach the highest temperature is. Due to the water evaporation inside lining structure, there is a stagnation period on the temperature rising curve. The time of stagnation is relevant to water content of lining, the distance from fire sections and the surface depth. When each part of lining structure is equidistant from the fire, the higher the water content is and the lower the temperature of each part is. Besides, for the lining structure with higher water content, the reduced temperature gradient along the lining thickness is apparently higher, as compared with the one with lower water content. The concrete damage of the tunnel lining structure with higher water content is apparently more serious than the one with lower water content. Though the moisture can reduce the temperature inside the lining, the damage of lining is exacerbated. This research can provide reference for further similar projects.
机译:区分隧道衬砌结构和地面结构的重要特征是含水量的明显差异。为了解不同含水量引起的衬砌结构温度特性与损伤之间的差异,本文通过对新七道梁的消防实体工程进行研究,进行了大型模型试验,以研究其温度场分布及损伤。不同含水量的公路隧道衬砌结构结果表明,衬里内表面的升温速率和最高温度与衬里着火距离和衬里含水量密切相关。离火越远,加热速度越慢,最高温度就越低。对于距火等距的部分,含水量越高,加热速度就越慢,衬里表面的最高温度越低。当它靠近衬里内部时,达到最高温度所需的时间增加了;对于距火等距的部分,水含量越高,最高温度就越低,达到最高温度所需的时间越长。由于衬里结构内部的水分蒸发,温度上升曲线上存在停滞期。停滞时间与衬里的含水量,距火区的距离和地表深度有关。当衬砌结构的每个部分与火等距时,含水量越高,每个部分的温度就越低。此外,对于含水量较高的衬砌结构,与含水量较低的衬砌相比,沿衬砌厚度方向降低的温度梯度明显更高。含水量高的隧道衬砌结构的混凝土破坏显然比含水量低的衬砌结构更为严重。尽管水分会降低衬里内部的温度,但衬里的损坏会加剧。该研究可以为进一步的类似项目提供参考。

著录项

  • 来源
    《Tunnelling and underground space technology》 |2014年第7期|327-335|共9页
  • 作者单位

    Key Laboratory for Bridge and Tunnel of Shaanxi Province, School of Highway, Chang'an University, 710064 Xi'an, China,School of Highway, Chang'an University, Nan Er Huan Zhong Duan, Xi'an 710064, China;

    Key Laboratory for Bridge and Tunnel of Shaanxi Province, School of Highway, Chang'an University, 710064 Xi'an, China;

    Key Laboratory for Bridge and Tunnel of Shaanxi Province, School of Highway, Chang'an University, 710064 Xi'an, China;

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

    Tunnel; Fire; Lining structure; Water content; Temperature field; Damage;

    机译:隧道;火;衬里结构;含水量;温度场损伤;

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