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隧道建设(中英文) ›› 2023, Vol. 43 ›› Issue (7): 1170-1179.DOI: 10.3973/j.issn.2096-4498.2023.07.010

• 研究与探索 • 上一篇    下一篇

夏季火灾工况下城市公路隧道竖井自然排烟现场试验研究

彭涛1, 童艳1, *, 张广丽1, 龚延风1, 陈征1, 郭屹忠2, 茅钦2, 吕刚玉1, 黄伟浩1, 戴宝连1   

  1. (1. 南京工业大学城市建设学院, 江苏 南京 211816 2. 南京城建隧桥智慧管理有限公司, 江苏 南京 210017
  • 出版日期:2023-07-20 发布日期:2023-08-06
  • 作者简介:彭涛(1998—),男,江苏扬州人,南京工业大学土木水利专业在读硕士,研究方向为狭长空间火灾烟气扩散与控制。Email: yz_pengtao@163.com。*通信作者: 童艳, Email: njtongyan@njtech.edu.cn。

Field Experiments for Natural Smoke Exhaust Through Vertical Shaft of Urban Road Tunnel Under Fire Condition in Summer

PENG Tao1,  TONG Yan1,  *,  ZHANG Guangli1,  GONG Yanfeng1,  CHEN Zheng1,  GUO Yizhong2,  MAO Qin2,  LYU Gangyu1,  HUANG Weihao1,  DAI Baolian1   

  1. (1. College of Urban Construction,  Nanjing Tech University,  Jiangsu 211816,  Nanjing,  China; 2. Nanjing Urban Construction Tunnel & Bridge Intelligent Management Co.,  Ltd.,  Jiangsu 210017,  Nanjing,  China)
  • Online:2023-07-20 Published:2023-08-06

摘要: 对于浅埋竖井型城市公路隧道(URTS),在火灾发生时烟气依靠自身热浮力排放,但实际排烟情况却存在着不确定性。为研究夏季隧道主体烟流扩散特性与竖井排烟性能,于2019年对南京2URTS隧道实施了3次不同着火点的1.58 m×1.58 m柴油火试验,测得了顶棚下方、多个竖井顶/底部的烟气参数,发现近火源竖井单元有显著排烟,其最大排烟温度为47 ℃、速度为5 m/sCO体积分数为18×10-4; 而远火源竖井单元底部烟气倒灌严重。进一步的分析结果表明: 1)顶棚下方烟流纵向温度/速度分布符合幂指数衰减规律,衰减系数较大程度受季节、着火位置、火源上下游影响; 2)实测竖井单元排烟量随远离火源逐次下降,已有排烟量预测模型未考虑烟流倒灌现象与烟气参数不均匀性; 3)试验1和试验2中的6#竖井Ri′分别达到10.81.5,已有Ri′c =1.4模型不适用于评价倒灌竖井底部烟流状态。

关键词: 夏季火灾工况, 城市公路隧道, 竖井, 自然排烟, 现场试验, 温度, 排烟量

Abstract: In case of fire,  the smoke is discharged by its thermal buoyancy for shallowburied urban road tunnels with vertical shafts,  but the actual smoke exhaust situation remains unclear. To examine the smoke diffusion characteristics of the tunnel main body and the smoke exhaust performance of the shaft in summer,  three 1.58 ×1.58 m2 diesel fire experiments with different ignition points were conducted in two tunnels in Nanjing in 2019,  where the smoke parameters under the ceiling and at the top/bottom of several shafts are measured. It was found that the shafts near the fire source had substantial smoke exhaust,  with a maximum smoke exhaust temperature of 47 ,  a speed of 5 m/s,  and a CO volume fraction of 18×10-4 ,  whereas shafts far from the fire source had substantial backward smoke flow. The following are the results of the analysis: (1) The longitudinal temperature/velocity distribution of smoke flow under the ceiling obeys the law of power exponent attenuation,  and the attenuation coefficient is significantly influenced by the season,  the ignition position,  the upstream,  and the downstream. (2) The measured smoke exhaust of the shaft decreases gradually as the distance from the fire source increases,  and the existing prediction models for smoke exhaust does not consider the backward flow and uneven distribution of smoke. (3) The WT5BXRi′〖WT5《TNR》〗 number of the #6 shaft in the Shuiximen tunnel reaches 10.8 (Test 1) and 1.5 (Test 2),  respectively,  and the existing model with WT〗Ri′cWT5《TNR》〗=1.4 is unsuitable for evaluating the smoke flow state at the bottom of the shaft.

Key words:  , fire condition in summer, urban road tunnel, vertical shaft, natural smoke exhaust, field experiment, temperature, exhaust smoke volume