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CSA Cements: Rapid Strength With A Low Carbon Footprint
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CSA Cements: Rapid Strength With A Low Carbon Footprint
Developed in China in the 1970’s, calcium sulfoaluminate (CSA) cements are a class of specialty cements that are included in the family of rapid-setting cements. Rapid-setting cement is used in many applications such as bridge decks, airport runways, patching roadways, sidewalks, etc. where rapid strength development is necessary. Additionally, CSA cements are sometimes used in shrinkage compensated concrete by mixing with portland cement and for controlled low-strength materials (CLSM) used for diggable back-filling of utility trenches.
CSA cements have yet not seen widespread use in concrete countertop manufacture, but they should - they offer tremendous advantages over portland cement in terms of strength, speed and greeness.
Rapid Strength Gain
The primary advantage of CSA cements is that concrete made with CSA instead of portland cement often achieves compressive strengths of in excess of 5000 psi in 24 hours; with CSA’s, it’s possible to achieve 28 day strength in 24 hours. This is the main reason CSA’s are used in place of ordinary portland cement (OPC) for certain applications. Rapid strength gain is critical in situations where an airport runway, a bridge repair or a damaged freeway must be returned to service in a very short amount of time.
Low Carbon Footprint
Another key advantage is that CSA cements are also significantly greener. Portland cement is fired in kilns at temperatures of around 1500°C (2700°F), whereas CSA cements only need to be fired at temperatures of around 1250°C (2250°F). The resulting CSA clinker is softer than OPC clinker, requiring less energy to grind.
The cement industry represents a small yet significant proportion of total global
carbon dioxide emissions. The chemical conversion of limestone to calcium oxide reveals the inherent production of carbon dioxide. For every 1000 kg of calcium trisilicate (C3S) produced from limestone a resulting 579 kg of CO2 gas is emitted solely from the chemical reaction, regardless of the process used or the fuel efficiency. Green Cities Competition. “Green Cement: Finding a solution for a sustainable cement industry”, Department of Civil and Environmental Engineering, University of California at Berkeley. April 22th, 2007. John Anderson.
Calcium trisilicate (C3S) is the compound responsible for early strength gain in portland cement. The other compound, calcium disilicate (C2S), forms more slowly and is responsible for longer term strength. C3S makes up about 50-60% of portland cement composition, while C2S makes up a smaller fraction of OPC, generally around 18-20%.
As is evident in the breakdown of CO2 emission sources, the chemical conversion of limestone to calcium oxide contributes to about 48% of the CO2 emissions generated in the production of ordinary portland cement. Burning fossil fuels to achieve the high kiln temperatures accounts for an additional 42%. Combined, 90% of the CO2 emissions are directly associated with the chemical conversion of limestone into cement.
In contrast, producing 1000 kg of CSA results in only 216 kg of CO2, a reduction of about 62% relative to OPC. This reduction is far greater than that achieve by using industrial waste derived pozzolans as OPC replacements, such as fly ash and blast furnace slag, which are often used to replace only about 10% to 30% of the portland cement. Concrete made with 100% CSA is 2 to 6 times greener than OPC that has had a significant quantity of cement replaced with pozzolans, and that includes “green” pozzolans like fly ash and slag. In fact, CSA cements had the lowest carbon emissions out of nine alternative cements, including magnesia (Sorel cements), sodium metasilicate (water glass) and calcium aluminate cements.
Lower Alkalinity
The main mineral components in CSA cement are anhydrous calcium sulfoaluminate (4CaO•3Al2O3•CaSO4), dicalcium silicate (2CaO•SiO2) and gypsum (CaSO4•2H2O). The lime in CSA cement is bonded and not free so its alkali is lower. The pH value is only 10.5-11; the pH of ordinary portland cement (OPC) is around 13, which is 100 to 300 times more alkaline than CSA cement. The low alkalinity naturally minimizes the chance for alkali aggregate reaction. This is important when glass is used in the concrete and the concrete is exposed to moisture.
CSA cements do not work like portland cement. Because of the much lower alkalinity, they don’t work with pozzolans, so using a pozzolans like silica fume, metakaolin and VCAS as a cement replacement to boost strength or reduce cement content (and thus restore or even improve the strength relative to 100% OPC) just won’t work. Compression tests performed by CCI showed a 30% loss of strength at both 1 day and 7 days when 20% of the CSA cement was replaced with VCAS.
Lower Shrinkage
CSA cements get stronger, faster than OPC, and CSA cements demonstrate very low shrinkage characteristics. This due in part for two reasons. The first is that CSA’s require about 50% more water than portland cement for proper hydration. The minimum recommended water to cement ratio (w/c) is 0.35, whereas with OPC it’s around 0.22-0.25. Because of the higher water of hydration requirements, most of the mix water is consumed for hydration and less excess water is available to cause problems with shrinkage. The second reason is that the very rapid strength gain can prevent shrinkage cracks because the concrete strength increases more rapidly than do the concrete’s shrinkage stresses.
However, if w/c ratios below 0.35 are used significant shrinkage can occur. This not only can mean curling but also large cracks and discoloration. CSA cements have a strict minimum water requirement that should not be ignored.
Shorter Curing Time
Curing with CSA is important, but wet curing durations are often measured in hours, not days or weeks. Optimal hydration and slab stability are achieved when the CSA concrete is kept wet for at least 3 to 4 hours after casting. During the initial hydration phase, the concrete demands moisture and the rapid reaction generates significant heat. If sufficient moisture is not provided during curing cracking and curling are possible. When moisture is provided through ponding or repeated wetting during the first few critical hours, long term stability and strength are preserved and ensured.
Direct Portland Cement Replacement
CSA cements can and should be used as direct, 100% replacements for portland cement.
Because CSA’s don’t react with pozzolans, none are needed to achieve high strengths and eco-friendly concrete. This simplifies mix design and minimizes inventory. All you need to do is replace 100% of the cementitous material in your current mix design, eliminating the pozzolans. Using pozzolans with CSA cements can actually weaken the concrete, so it's best not to use them at all.
Superplasticizers, especially polycarboxylates, and viscosity modifiers work the same with CSA's as with portland cement. Other exotic admixtures like liquid silicates or acclerating agents are not necessary, and won't work or are not compatible with CSA cements. Conventional cement retarders are not compatible. Only special citric acid based retarding admixtures made for CSA cements will work.
Color Considerations
There are white and gray versions of CSA's, as well as a light tan/buff color. The gray color is lighter and more brownish/greenish than most portland, so blending white and gray with some iron oxide black pigment can create a convincing “natural” portland cement color. Be sure to experiment with your color formulas when you make the switch to CSA cements.
CSA cements are compatible with concrete pigments, and they can be dyed and acid stained just like OPC. Decorative aggregates, metal and glass are all compatible, so specialty embedments and exposed aggregate looks are possible.
Cost
While the rapid strength gain, high “green” value and low shrinkage are valuable assets......
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