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Temperature of a steel structure in a car park in the event of a fire involving hybrid motor vehicles

机译:在停车场中的钢结构温度在涉及混合动力车机动车的情况下

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摘要

The growing number of alternative fuel vehicles (fuel cell, NGV, LPG, electric £) and the lack of information on their combustion behaviour raise a questioning regarding their incorporation in fire scenarios of fire safety engineering of open car parks. To address this issue, CTICM and ArcelorMittal took part in a test campaign coordinated by the LCPP (Laboratoire central de la préfecture de Police). In the scope of this test campaign, a specific steel structure, composed of seven beams and nine columns, was set up and instrumented over the fire area to evaluate the thermal impact of the vehicle combustion. These tests were conducted in a large underground car park of which the ventilation conditions were quite different from those in an open car park. Each test involved two vehicles, an alternative fuel vehicle and a conventional one. The ignition was realised on the alternative fuel vehicle. In addition, a specific test with two traditional petroleum fuels vehicles was performed, which is used as reference point. In this paper, the temperatures were measured during all the tests are described. All the experimental results are then analysed to compare the different tests. The analysis highlights the safe character of the current fire safety engineering method applied in France for open car parks, regardless of the type of vehicle engine, especially in respect of the maximum temperatures reached in unprotected steel structures and the propagation time between adjacent vehicles.
机译:越来越多的替代燃料车辆(燃料电池,NGV,LPG,电力£)以及缺乏关于其燃烧行为的信息提出了关于他们在开放式停车场消防安全工程中的融资中的融合。为了解决这个问题,CTICM和ArcelorMittal参加了由LCPP协调的测试活动(Laboratoire Central deLaPréfecturedededed)。在该测试活动的范围内,由七个梁和九个柱组成的特定钢结构,并在火区域上设立和仪器,以评估车辆燃烧的热冲击。这些测试在一个大型地下停车场进行,通风条件与开放式停车场中的通风条件完全不同。每次测试涉及两个车辆,替代燃料车辆和传统的车辆。点火在替代燃料车辆上实现。此外,进行了用两种传统的石油燃料车辆进行的特定测试,用作参考点。在本文中,在所有测试期间测量温度。然后分析所有实验结果以比较不同的测试。分析突出了在法国应用于开放式停车场的当前消防安全工程方法的安全性特征,无论车辆发动机的类型如何,尤其是在不受保护的钢结构中达到的最大温度和相邻车辆之间的传播时间。

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