When the temperature of steel approaches 400 - 550˚C, its strength and stiffness significantly reduces and this can have a devastating impact on a building that relies on steel for its structural stability. The main role of passive fire protection is to insulate the structural steel from heat and to prevent it – for a specified period of time – from reaching the Critical Core Temperature where the strength of the steel element will not be sufficient to support the load. Achieving this will effectively “buy time” for emergency services to attend; for safe evacuation of the building; and for fire-fighters to extinguish the fire. In short, these passive protection measures will minimise damage, reduce losses and potentially save lives.
For cellulosic fires, structural steel members may be insulated by using fire protection materials such as boards, inorganic sprays and intumescent coatings. Each type of solution has its “pros and cons” depending on the nature of the project but all of them are tested and certified against a range of international standards which differ depending on the individual country. Standards used, for example, include UL 263 for the USA, EN 13381-8 for Europe and BS-476 21/22 for UK and British related countries.
To meet these standards, the steel usually needs to retain around 50 per cent of its structural strength (depending on the standard) for the specified length of time under standardised cellulosic fire conditions.
Intumescent coatings are very widely used as passive fire protection for structural steel due to a range of advantages which include:
- Good aesthetic finish and adaptability to the shape of steel, this enables the steel to be exposed as well as protected.
- Ease of application, this reduces the application time and associated cost as well as the likelihood of defects.
- Coatings are applied as a compatible system of primer+intumescent+topcoat, all them tested together for fire and corrosion protection.
- Mechanical strength to avoid impact damage.
- Flexible to adjust to structural movements such as vibrations, expansion and contraction caused by temperature differences and load changes.