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Additional info for Concrete Society - Assessment, design and repair of fire-damaged concrete structures(Final Draft)

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10. 1 General Member design should take into account the stress history of the remaining concrete and steel. Beams and slabs may be propped during the repair process and the undamaged concrete may therefore be assumed to be unstressed at the time of the repair. However the remaining concrete in columns and walls may be highly stressed at the time of the repair by loads from the structure above. In these cases careful consideration needs to be given to the distribution of loads between the remaining concrete and steel and the new repair materials.

But, in a concrete member, only the temperature of the outside layers is drastically increased and the temperature of the internal concrete may be comparatively low. 20: 300mm diameter circular columns. It is important to note that the development of temperature in a real fire differs from the standard temperature time curve. Hence it is difficult to deduce the effects of a real fire from standard tests. A more straight forward way is to estimate realistic time:temperature distributions within the compartment and conduct heat transfer analysis.

Safety helmet, gloves, boots etc) when carrying out repairs. 5) steps should be taken to suppress dust and to dispose of waste material in a suitable manner. 4 amended accordance with the manufacturers’ instructions and the Control of Substances Hazardous to Health (COSHH) Regulations(41). As indicated in Chapter 1, it is essential to consider the safety of the structure at all stages, from extinguishing the fire, through the assessment phases and throughout the repairs. Where necessary, beams and slabs should be propped, with temporary bracing.

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Concrete Society - Assessment, design and repair of fire-damaged concrete structures(Final Draft) by Concrete Society

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