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Published byMatěj Vávra Modified over 5 years ago
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Question today imagine tomorrow create for the future
Daniel Rosberg, Technical Director, Fire & Risk
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The Bunker Provides a shielding structure around the monolith
Radius 15/28 m. 5 m high 868 m2 roof footprint area Layered structure of HDPE, HDPE+B and Steel
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The material HDPE+B High Density PolyEthylene (HDPE)
Added BoronOxide provides Radiation shielding Higher melting point (135˚C) Fire retardant properties Material experiments by Madsen HDPE+B Heat of combustion = 38 MJ/kg Euroclass D Drips when burning Different behaviour when burning in a vertical orientation
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The problem Building regulations Defence in depth
Prevent fires from starting Detect and extinguish those fires that start Prevent fire spread Loss of Property Building regulations Extended travel distances to an escape route The fire resistance of the roof structural elements The required classification on fire separating building components Classification of surface lining materials Rescue service operation
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The analysis CFD-analysis Hand-calculations
Potential 300 MW vs 30 MW design fire Temperature analysis Flashover? Structural collapse? Hand-calculations Fire load density 5700 MJ/m2 vs 800 MJ/m2 Potential reduction due to sprinkler Travel distances 80+ m vs 50 m
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The solution Encase the exposed HDPE Protected fire load
At a glance The solution Encase the exposed HDPE Protected fire load Prevent fire spread Prevent melting and ignition Minimize the heat release rate … Sprinkler inside the bunker Rescue service operation inside bunker is difficult Surface lining Safe egress Reduce fire load …
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The future Focus on protected fire load Analyze protecitve measures
FEM Heat transfer calculations Bunker structural integrity in case of fire Required fire resistance of structual elements Design by natural fire Sprinkler taken into account
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Thank you! wsp.com
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