Fire Resistant Paint for Steel, Reinforced Concrete and Wood Structures
It is a fire-retardant, water based paint that is developed for the protection of the buildings from fire and is fire retardant in the intumescent structure that provides fire insulation via expanding. It forms a seamless layer by drying on the surface on which it is applied. It has excellent flame retardant property, it expands via reacts chemically at the time of the fire and prevents the surface temperature from rising to critical levels. It is water vapor is permeable. Thanks to this feature, it does not prevent the breathing of the surface. It is suitable for use in wood, concrete, prefabricated and steel structures.
· pH (25°C): 7.0 – 9.0
· Viscosity (25°C, mPa.s): 10000 – 12000
· Density (25°C, g/mL): 1,15 ± 0.10
· Solid Content (% Weight): 64 ± 2
· Solid Content (% Volume): 55 ± 2
· Water transmission rate (kg/ m2. h0,5 ) : < 0,1 CLASS W3
· Adhesion strength by pull-off test (N/mm2) : Crack bridging flexible systems without trafficking ≥ 0.8
· Permeability to water vapour (m) : 5 ≤ SD ≤ 50 CLASS II
· Solvent: Water
Applied Standard: EFECTIS ERA EURASIA Testing and Certification Inc. which is accredited by TURKAK, TSE 13501-2: 2016 Fire classification of construction products and building elements – Part 2: Classification using data obtained from fire resistance tests (except ventilation installations). According to the results of the inspection and test report 20.05.2019 dated/EEA-19-063 numbered, in accordance with this standard / TS EN 13381-8: 2013 Test Method for Determination of the Contribution of Structural Components to Fire Resistance – Part 8: According to the test results of Test Method of Reactive Protection Applied to Steel Elements,
Fire Resistance Classes: R15-R20-R30-R45-R60-R90.
ACCORDING TO THE TEST RESULTS OF EFECTIS ERA AVRASYA Test and Certification Inc.; Main Layer Paint (intumescent paint): According to ISONEM ANTI FIRE PAINT PLUS TÜRKAK Accredited Test Report, the results of the evaluation can be applied to all other steel classes and the limitations given here, as specified in EN 10025-1, as specified in Article 6.1 of 13251-4. The results of the assessment can also be applied to fabricated sections. Cross-section factors should be determined according to EN 13381-8: 2013 standard. The results of this assessment are valid for the following conditions of three or four environmental protections.
Cross-section factor: 65 m-1 < Am/V < 527 m-1
Thickness: 1,5 mm < dp < 8,6 mm
Design temperature: 300°C < Qa < 750 °C
Section shape: I, H columns and beams
DOCUMENTS OF THE PRODUCT