Structural Fire Protection to NFPA 502 - Performance-Based Design and Assessment of Passive and Active Fire Protection Systems

Society for Mining, Metallurgy & Exploration
Mike Deevy Miguel Fuentes-Llanos Alberto Jaen-Toribio Robinson Leon-Diaz Raymond Blanchard
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
10
File Size:
684 KB
Publication Date:
Jan 1, 2016

Abstract

"Tunnels designed to NFPA 502 are required to withstand the RWS time-temperature curve, more specifically prevent progressive spalling and loss of strength of steel reinforcement. Fire boards or spray-on layers can be effective, however, these solutions have capital and whole-life cost implications. The use of “fire resistant” concrete based on a suitable aggregate with polypropylene fibers has also increased in recent years. This article presents a new methodology for thermal and structural analysis of segmentally lined tunnels, which permits the analysis of project specific fire curves and an assessment of different fire protection strategies. The effectiveness of fire boards is assessed along with whether “fire resistant” concrete alone is a viable means of achieving the required protection. Finally, since NFPA 502 recommends water-based fixed fire-fighting systems for Category C and D tunnels, we discuss the question of how a fixed fire-fighting system should be addressed within the structural design. INTRODUCTION Protecting road tunnels from structural damage and collapse is a key requirement for both life safety and business continuity. Where road tunnels are part of key highway corridors, protecting business continuity is a high priority for owners, operators and the Authority Having Jurisdiction. For existing tunnels, compliance with NFPA 502 may require upgrades with either passive fire protection and/or water-based fixed firefighting systems. For new tunnels, compliance with NFPA 502 requires a combination of good practice in design and fire testing. A water-based fixed firefighting system is a Conditionally Mandatory Requirement1 for Class C and D tunnels, i.e. all tunnels greater than 300m and 1000m long respectively. The basis for fire safety design of new tunnels and assessment of existing tunnels is the worst-case fire scenario. A number of factors, including but not limited to the following, influence this design fire scenario:"
Citation

APA: Mike Deevy Miguel Fuentes-Llanos Alberto Jaen-Toribio Robinson Leon-Diaz Raymond Blanchard  (2016)  Structural Fire Protection to NFPA 502 - Performance-Based Design and Assessment of Passive and Active Fire Protection Systems

MLA: Mike Deevy Miguel Fuentes-Llanos Alberto Jaen-Toribio Robinson Leon-Diaz Raymond Blanchard Structural Fire Protection to NFPA 502 - Performance-Based Design and Assessment of Passive and Active Fire Protection Systems. Society for Mining, Metallurgy & Exploration, 2016.

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