Silicate Salt Admixture Behavior in Concrete – What Does It Do?
The silicate salt admixtures, generally comprised of sodium, potassium, or lithium silicates work by the formation of Calcium Silicate Hydrate (C-S-H) as the mechanism of closing void structure to decrease permeability of concrete. While a track record of permeability reduction may have been established, permeability reducing admixtures still have the problem of capillary and bleed water channel formation that is only partially addressed. No known technologies completely remove capillary and bleed water channel void structure when used as an admixture.
The silicate admixtures introduce silica chemically bonded to a metal (typically sodium (Na), potassium (K) or lithium (Li)). Because the silica is chemically bonded already, the silicate salt requires a certain amount of energy to be spent from the concrete system to disassociate the cation (Na, K, or Li) from the silica. During this dissociation, other reactants are formed in addition to C-S-H including sodium hydroxide and potassium hydroxide, both of which have been found to be detrimental to concrete.
SCP’s Colloidal Silica Behavior in Concrete
Spray-Lock Concrete Protection (SCP) products contain colloidal silica – that is, a suspension of amorphous silicon dioxide (SiO2) particles that are sufficiently small enough not to be affected by gravity. SCP products are applied after initial set of the concrete – after capillary and bleed water channel formation. SCP products then enter the concrete, reacting with available alkalis. SCP product particles are chemically the same as silica fume, but many times smaller, which provides significantly more surface area to improve the pozzolanic reaction over that of even silica fume or metakaolin. The pozzolanic reaction is the conversion of calcium hydroxide to C-S-H. With SCP products, C-S-H fills the void structure of the concrete within the reaction zone, providing many benefits to concrete.
Comparison of SCP Products to Silicate Salt Admixtures
Because SCP products contain unbonded silicon dioxide particles that are very small, they are ready to combine chemically with calcium hydroxide with no dissociation energy required. The resulting reaction products are even longer-chain, more stable C-S-H than primarily formed by cement hydration.[i] This improved C-S-H structure leads to greater performance of SCP products than that of silicate admixtures, or other waterproofing admixtures. The following table represents SCP’s published test results compared to a leading silicate admixture brand’s published test results.
[i] Kontoleontos, F., Tsakirdis, P., Marinos, A., Kaloidas, V., & Katsioti, M. (2012). Influence of colloidal nanosilica on ultrafine cement hydration: physiochemical and microstructural characterization. Construction and Building Materials 35, 347-360.
|Leading Silicate Admixture Reported||SCP Products|
|Resistance to Hydrostatic Pressure Improvement||93%||94-99%|
|Compressive Strength Improvement||10%||8-20%|
|Sulfate Attack Resistance Improvement||99%||77%|
|Chloride Bulk Diffusion Improvement||25%||40-70%|
|Sulfuric Acid Resistance Improvement, 5% Sulfuric Acid||"Significantly Lower"||35%|
|Comparable Curing to Moist Curing||NR||Yes|
|Drying Shrinkage Reduction||NR||30-94%|
|Abrasion Resistance Improvement||NR||45-60%|
Concrete permeability reducing admixtures may be effective in some cases, but bleed water channels and capillary structure are likely to still be present in all conventional concrete. SCP products have the advantage of closing capillaries and bleed water channels with reaction products after they have formed. Additionally, the use of SCP products remove the safety hazards associated with plant-dosing of concrete trucks with a powdered product.