Liquid silica binder mixtures

Name of mixture Core component Chemical composition, % Density after firing at 800˚C, g/cm3 Compressive strength, N/mm2 Thermal conductivity at an average temperature of 500˚C, W/m*K Application temperature, ˚C
Al2O3 SiO2 Fe2O3 CaO 3 days after molding after firing at 800˚C
Alicast 37 nano fireclay 37 59 1.5 0.1 2.1 20 30 1.0 1500
Alicast 50 nano fireclay 50 47 1 0.1 2.3 30 50 1.3 1550
Alicast 60 nano andalusite 60 37 1 0.1 2.5 20 50 1.4 1600
Alicast 69 nano mullite 72 24 1 0.1 2.5 50 80 1.4 1650
Alicast 75 nano bauxite 71 25 1 0.2 2.65 20 40 1.6 1500
Alicast 80 nano bauxite 85 11 0.9 0.1 2.8 30 70 1.9 1600
Alicast 90 nano bauxite 88 9 0.3 0.1 2.95 30 80 2.2 1650
Alicast 90A nano corundum 90 9 0.1 0.1 3.0 30 60 2.3 1650
Alisil 100 nano fused quartz 0.1 99 0.1 0.1 1.9 20 40 1.1 1350
Alicast CC nano silicon carbide 91
(SiC)
8.5 0.1 0.1 2.5 20 70 1550
These values may vary depending on the characteristics of the raw materials and are not guaranteed.
– consist of multi-component refractory aggregate in bags and liquid binder in canisters,
– liquid binder – silica sol based on SiO2 nanoparticles of about 10 nm (0.01 μm),
– concretes do not contain chemically bound water, the complete removal of water occurs at a temperature of less than 150 ° C, which allows to produce drying on a significantly accelerated mode with a rate of temperature rise of 50-100 ° C / hour,
– when manufacturing products, heat treatment at 150°C (as opposed to 650°C for concrete containing cement) is sufficient for complete water removal,
– drying of the lining or products can be started as soon as the concrete has hardened, the delay required for cement hydration is not necessary,
– concretes practically do not contain CaO, so they have higher fire resistance compared to similar cement-bonded concretes,
– thermal resistance (ability to resist temperature fluctuations) significantly exceeds the thermal resistance of concrete containing cement,
– concretes have high adhesion to brick or monolithic lining, which makes them indispensable for repair works, including at high temperature of the repaired surface
DISADVANTAGES:
– liquid binder should not be exposed to sub-zero temperatures, transport and store it at temperatures above 5°C,
– concrete hardens slowly after placement, the strength of the raw material before drying is low, which can lead to problems during formwork removal and transportation of products that have not been heat-treated.

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