Advanced Construction Technology

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Advanced Construction Technology By Professor Chris Gorse & Ian Dickinson – licensed under the Creative Commons Attribution – Non-Commercial – Share Alike License http://creativecommons.org/licenses/by-nc-sa/2.5/

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Advanced Construction Technology. By Professor Chris Gorse & Ian Dickinson – licensed under the Creative Commons Attribution – Non-Commercial – Share Alike License http://creativecommons.org/licenses/by-nc-sa/2.5/. Steel frame: Fire Protection. Chris Gorse and Ian Dickinson - PowerPoint PPT Presentation

Transcript of Advanced Construction Technology

Page 1: Advanced Construction Technology

Advanced Construction Technology

By Professor Chris Gorse & Ian Dickinson – licensed under the Creative Commons Attribution – Non-Commercial – Share Alike License

http://creativecommons.org/licenses/by-nc-sa/2.5/

Page 2: Advanced Construction Technology

Steel frame: Fire Protection

Chris Gorse and Ian Dickinson

These slides should be read in conjunction with Emmitt, S. and Gorse, C. (2010) Barry’s Advanced Construction

of Buildings. Oxford, Blackwell Publishing

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Fire protection

• Steel rapidly loses strength in a fire and needs protection from heat.

• 550oC is normally considered a critical temperature in building fires as carbon steel will lose 50% of its strength at this temperature.

• Low carbon steel actually melts at a considerably higher temperature - around 1464oC, high carbon steels melt at slightly lower temperatures 1353oC.

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Properties of steel in a fire(Source fireengineering.corus.garnerdigital.com)

• “For hot rolled structural steel the yield strength reduces as the temperature increases dropping to about 60% of its ambient temperature strength at around 400°C and approximately 10% at 800°C. However the stress at 2% strain (normally reached when a steel floor beam attains its permitted limit of deflection) initially increases with increasing temperature reaching a peak value at around 250°C.

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High strength bolts (Source fireengineering.corus.garnerdigital.com)

• High strength bolts achieve much of their strength by a quenching and temper process.

• The bolts are quenched at temperatures from around 850°C creating an extremely hard but brittle structure.

• The bolts are then tempered between 475°C to 600°C to restore some ductility, but this does result in a measured loss in strength.

• If these temperatures are exceeded during a fire the bolts will over temper resulting in a sharp drop in strength.

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Main types of fire protection

• Boarded protection e.g. plasterboard, vermiculite boards, calcium silicate boards, mineral fibre boards.

• Spray on fire protection e.g. vermiculite cement, mineral fibre, magnesium oxychloride

• Painted or sprayed coatings: Intumescent coatings, these are generally water or solvent based and are applied in thicknesses of 0.2 to 5mm.

• There are epoxy type resins that can be used in hostile environments and these may be up to 12mm thick.

• Traditional materials such as block, brick, concrete and timber can be used

• Tubular steel filled with water can also offer some protection. The mass of water absorbs the heat and for a time disperses it through the column.

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Incombustible board protection

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Boarded fire protection

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Board protection

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All joints sealed

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Intumescent paint (swelling paint)

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Intumescent paint