TECHNICAL SPECIFICATIONS

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