FSE 390 Anchoring Epoxy

Reliable Quality

In compliance with the most strict standards, passed a number of performance test, no crystallizing and sagging.

Focus on High-Quality

Fatigue Testing of 2 Million Times
Testing of harsh environments( 90 days’ moisture and heat aging resistance, -25 ℃ to 35 ℃ freeaing and thawing temprature) gurantee high quality, 50 years’ serving life.
Packaging 390ml side-by-side 3:1
Color Component A: white, Component B: grey/ red

Component A+B mixed: grey /pink

Customized colors are available

Shelf Life 18 months if stored properly in original and unopened packaging, in cool and dry conditions, out of direct sunlight, and at temperatures between 5 and 25 °C (41 and 77 °F). Pre-condition product to 23 °C (73 °F) to ease application when using hand dispensers and working at low temperatures.
Mix Ratio A:B = 5:1 by volume
Service Temperatures -40 °C min. / +50 °C max.
Viscosity of Mixture 18 pa·s
Density after curing 1.5 g/cm³
Tensile Strength (ASTM D638) 55 Mpa min.
Tensile Modulus (ASTM D638) 3500 Mpa min.
Elongation (ASTM D638) 1.7 % min.
Flexural Strength (ASTM D790) 75 Mpa min.
Compressive Strength(ASTM D695) 100 Mpa min.
Thixotropy Index 4.2 min.
Sagging Mobility (25°C) 1.4mm max.
Distortion Temperature 66 °C min.
Steel-Steel Tensile Anti-shear Strength 16 Mpa min.
Steel-Steel Tensile Anti-shear Strength 16 Mpa min.
Under the constraint drawing condition, ribbed steel bars and C30, Φ25, L=150mm Tensile Strength 11 Mpa min.
Boding Strength with Concrete C60, Φ25, L=125mm 18Mpa min.
Steel-steel T Impact Stripping Length 25mm max.
Non-volatile Matter Content (solid content) 99.5 % min.

 

Wet and Heat Ageing shear strength decrease rate: 8 % max..
Heat Aging Resistance shear strength decrease rate: 4.7 % max..
Freezing and Thawing shear strength decrease rate: 3.8 % max..
Fatigue Stress 2×10 6 times continuous sine wave fatigue loads,

no specimen destroys.

Stress Resistance no steel - steel tensile shear specimens destroy,

creep deformation value: 0.1 mm max..

Salt Resistance strength decrease rate: 4.3 % max., no cracks or come unglued.
Alkaline Resistance no strength decrease;

as the concrete damage, no cracks or come unglued.

Acid Resistance concrete damage, no cracks or degumming.

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