Journals / Turkish Journal of Civil Engineering / 2023 / Cilt: 34 Sayı: 3

Car Fires in Multi-Story Parking Garages

Pages
83–110
Publication Date
2023-05-01
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The results show that steel parking pallets underneath cars reach extreme temperatures about 1000 ℃ in early phases of fire for Category III vehicle fire with 8 MW maximum heat release rate, which could cause structural failure.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Automated multi-story parking garages are modern alternatives to conventional parking structures to save space and volume in highly demanded parking regions in urban areas.
📊
Key Findings & Data:The design of such structures has significant knowledge gaps in terms of fire safety.
💡
Conclusion & Impact:The results show that steel parking pallets underneath cars reach extreme temperatures about 1000 ℃ in early phases of fire for Category III vehicle fire with 8 MW maximum heat release rate, which could cause structural failure.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Car fire · vehicle fire · parking garage

Abstract

Automated multi-story parking garages are modern alternatives to conventional parking structures to save space and volume in highly demanded parking regions in urban areas. The design of such structures has significant knowledge gaps in terms of fire safety. The purpose of this study is to estimate the horizontal and vertical fire spread between passenger cars in automated multi-story parking garages and provide fire safety design to minimize fire spread and possible structural collapse. The fire spread between cars is established by estimating irradiance heat flux of each car component. An 8-floor automated multi-story parking garage with 56 passenger car capacity is designed in accordance with European standards. The results show that steel parking pallets underneath cars reach extreme temperatures about 1000 ℃ in early phases of fire for Category III vehicle fire with 8 MW maximum heat release rate, which could cause structural failure. Without any fire protection on the structure, the fire spreads to the car above in 23 minutes, to the neighboring car in 37 minutes and beyond the elevator shaft to the other cars in 82 minutes. The proposed sprinkler layout eliminates fire spread within 5 minutes. The most efficient way of passive fire protection is to seal steel pallet, its rail system and beams on the elevator shaft with 5 cm gypsum-based fire protection boards.

🔖

Cite This Article

SELAMET, S., AYVA, B. (2023). Car Fires in Multi-Story Parking Garages. Turkish Journal of Civil Engineering, Cilt: 34 Sayı: 3, 83–110. https://ajindex.com/articles/934224

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (14)

  1. NFPA 88A Standard for Parking Structures 2019
  2. Edition,
  3. Quincy, MA. Boehmer and Klassen, CSE Combustion Science & Engineering: Modern Vehicle Hazards in Parking Garages and Vehicle Carriers, 2020.
  4. L. Noordijk, T. Lemaire, Modelling of fire spread in car parks, Heron. 50 (2005) 209–218. BAFSA British Automatic Fire Sprinkler Association, Kings Dock Car Park Fire. https://www.bafsa.org.uk/wp-content/uploads/bsk-pdf-manager/2018/12/Merseyside-FRS-Car-Park-Report.pdf, 2018 (accessed 27 June 2020).
  5. FESG Fire Engineered Solutions Ghent, FESG provides explanation on Stavanger car park fire. https://www.fesg.be/en/news/fesg-stavanger-car-park-fire, 2020 (Accessed 27 June 2020).
  6. I. D. Bennetts, D. Proe, R. Lewins and I. R. Thomas, Open-vehicle park fire analyses, Proceedings of the Pacific Structural Steel Conference, 1986,
  7. Aukland, New Zealand. T. Kitano, O. Sugawa, H. Masuda, T. Ave and H. Uesugi, Large Scale Fire Tests of 4-Story Type Car Park Part 1: The Behavior of Structural Frame Exposed to the Fire at the Deepest Part of the First Floor, in Proceedings of the 4th Asia-Oceania Symposium on Fire Science and Technology, Tokyo Japan, 2000, pp. 527-538.
  8. D. Joyeux, J. Kruppa, L.G. Cajot, J.B. Schleich, P. Van de Leur, L. Twilt, Demonstration of real fire tests in car parks and high buildings, Technical Steel Research Report, European Commission, Brussels, Belgium, 2002.
  9. B. Zhao, J. Kruppa, Structural Behaviour of an Open Car Park Under Real Fire Scenarios, Fire and Materials, 28 (2004) 269-280.
  10. Park, J. Ryu, H.S. Ryou, Experimental study on the fire-spreading characteristics and heat release rates of burning vehicles using a large-scale calorimeter, Energies. 12 (2019).
  11. P. Weisenpacher, J. Glasa, L. Halada, Automobile interior fire and its spread to an adjacent vehicle, J. Fire Sci. 34 (2016) 305–322.
  12. J.B. Schleich, L.G. Cajot, J.M. Franssen, J. Kruppa, D. Joyeux, L. Twilt, J. Van Oerle, G. Aurtenetxe. Development of design rules for steel structures subjected to natural fires in closed car parks, Technical Steel Research Report, European Commission, Brussels, Belgium, 1999.
  13. BRE British Research Establishment, Fire Spread in Car Parks. BRE Report, Department for Communities and Local Government, London, UK, 2010.
  14. British Standard Institution, BS EN 12845:2015 Fixed firefighting systems – Automatic sprinkler systems – Design, installation and maintenance. Standards Australia, AS 2118.1:2017 Automatic fire sprinkler systems-General Systems. Standards New Zealand, NZ