What is 2% accelerator in concrete?

16 Dec.,2024

 

Concrete Acceleration - Peters Chemical Company

Concrete Acceleration

Calcium Chloride in Portland Cement Concrete

Still the Most Effective Concrete Accelerator

Introduction

Scroll down for guidelines on the use of calcium chloride in Portland cement concrete. For more information, visit our web site at www.peterschemical.com, or contact The Peters Chemical Company Customer Information Group at 1-973-427-.

You will get efficient and thoughtful service from TJCY industrial chemical.

References:

  1. &#;Effect of Calcium Chloride on Portland Cements and Concretes.&#; Paul Rapp, Proceedings, Fourteenth Annual Meeting, Highway Research Board, ()
  2. &#;Measuring the Rate of Hardening of Concrete by Bond Pullout Pins.&#; T.M. Kelly and D.E. Bryant, Proceedings, ASTM, Volume 57, ()

It has long been known that curing concrete during cold weather can result in an inferior product with substandard properties. Curing also takes much longer, adding to job costs and extending the time before the concrete surface can be used. Although there are many types of accelerators, calcium chloride continues to be one of the most preferred. No other accelerator has been used so successfully for so long.

Why use Calcium Chloride?

Calcium chloride (CaCl2), has the ability to accelerate cement hydration and reduce set time by as much as two thirds. Research has shown that a 2% addition rate has an equivalent cure strength at 50°F as plain concrete at 70°F. Set times below 50°F will be longer, but the accelerated cure rate will still be greater than that of plain concrete.
In addition to the important contributions of cold weather protection and early strength of concrete, calcium chloride provides other benefits as well:

  • Improves workability&#;regardless of mixture design, less water is required to produce a given slump when calcium chloride is used.
  • Improves strength of air-entrained concrete&#;calcium chloride compensates for the reduction in strength with a higher cement factor concrete.
  • Reduces bleeding&#;this is due to the early stiffening produced by acceleration and allows earlier final finishing.

These advantages combine to produce better quality concrete faster. Concrete acceleration with calcium chloride greatly facilitates completing jobs as quickly and economically as possible.

Guidelines for Using Calcium Chloride in Concrete

Table 1. Application Rates per Cubic Yard of Concrete

Product 5 Bag Mix
470 lbs. 6 Bag Mix
564 lbs. 7 Bag Mix
658 lbs. 1% 2% 1% 2% 1% 2% LIQUIDOW&#; 32% 1.0 gal. 2.1 gal. 1.2 gal. 2.5 gal. 1.4 gal. 2.9 gal. DOWFLAKE&#; 77-80% 4.7 gal. 9.4 gal. 5.6 gal. 11.3 gal. 6.6 gal. 13.2 gal. PELADOW&#; 90% 4.0 gal. 8.0 gal. 4.8 gal. 9.7 gal. 5.6 gal. 11.3 gal.

Making Up Solutions

Calcium chloride dissolves easily in cold water with continuous agitation. Always add calcium chloride to the water; do not add water to calcium chloride. Never use hot or warm water to dissolve calcium chloride. Heat is released during dissolution. Avoid splattering hot solution. Allow the solution to cool before use.

Table 2 may be used as a guide in making up calcium chloride solutions from dissolving solid products in water. Simply multiply the quantities in the table by the desired number of gallons and then divide by 100.

Table 2. Examples of Solution Make-up Recipes &#; 100 Gallon Batches

Product 29% Solution 32% Solution 35% Solution solids water solids water solids water DOWFLAKE&#; Xtra 83-87% 366 lbs. 85 gal. 415 lbs. 82 gal. 465 lbs. 80 gal. ANHYDROUS 94-97% 331 lbs. 89 gal. 375 lbs. 87 gal. 421 lbs. 85 gal.

Safety and Disposal Precautions

Reasonable handling, care and cleanliness, plus the use of safety goggles, should be sufficient to prevent contact when handling calcium chloride. When dissolving solid calcium chloride or handling liquid solutions, wear impervious protective clothing, such as rubber gloves, rubber boots, an apron and safety goggles. Avoid all contact with leather products. If calcium chloride comes into contact with skin, wash thoroughly with water. Wash contaminated eyes for 15 minutes with flowing water. Promptly seek medical attention for any on-going irritation or burning sensation. Wash contaminated clothing before reuse.

When cleaning out equipment flush with a copious amount of water, avoiding run-off into drinking supplies, plants, or shrubbery. The addition of water to the calcium chloride may adequately dilute its concentration to within acceptable limits for surface disposal as allowed by Federal, State, and Local regulations.

Sources of Additional Information

American Concrete Institute; ph: 248-848-; www.aci-int.org
Portland Cement Association; ph: 847-966-; www.cement.org
National Ready Mix Concrete Association; ph: 301-587-; www.nrmca.org

  • Calcium chloride used as an admixture for concrete should meet the requirements of ASTM D98.
  • The amount of calcium chloride used should not exceed 2% (Table 1) and preferably, should be added in solution form to the aggregates in the mixer drum or as a portion of the mixing water, reducing the total mixing water required by the amount of solution being used.
  • When ready mixed concrete is used, calcium chloride should be added at the plant site if the concrete is to be discharged within one hour after the start of mixing. Otherwise, it should be added at the job site, mixing for at least three minutes or 30 revolutions of the mixer, whichever is longer.
  • If dry calcium chloride is used, it should be added free of lumps to the aggregates in the mixer drum during mixing, or to the mixed concrete just before discharge.
  • Concentrated calcium chloride should not come into direct contact with dry cement as it may cause flash set.
  • For best results, calcium chloride application rates should vary with temperature as follows, (see Table 1):
    1. >90°F &#; no more than 1%
    2. 70°F to 90°F &#; 1.0 to 1.5%
    3. <70°F &#; up to 2%
    4. Never exceed 4% due to flash set probability
  • Calcium chloride is classified as a Type C accelerating chemical admixture for concrete by ASTM C494. The specific effects produced by chemical admixtures may vary with the properties of the other ingredients in the concrete.
  • If the contribution of admixed calcium chloride to corrosion of embedded metals is a concern, it is recommended that the most recent reports from the following American Concrete Institute committees be consulted for guidance on calcium chloride use under various exposure conditions.
    ACI 201, Durability of Concrete
    ACI 212, Admixtures for Concrete
    ACI 222, Corrosion of Metals in Concrete
    ACI 306, Cold Weather Concreting
    ACI 318, Structural Concrete Building Code

Notice: No freedom from any patent owned by Seller or others is to be inferred. Because use conditions and applicable laws may differ from one location to another and may change with time, Customer is responsible for determining whether products and the information in this document are appropriate for Customer&#;s use and for ensuring that Customer&#;s workplace and disposal practices are in compliance with applicable laws and other governmental enactments. Seller assumes no obligation or liability for the information in this document. NO WARRANTIES ARE GIVEN; ALL IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED.

Material Matters: Accelerators

Cement hydration is temperature and time dependent. The higher the temperature, the faster the reaction happens. As time passes, strength continues to develop, even beyond initial set, as the hydration reactions continue. Accelerators act as a catalyst for hydration reactions.

Accelerator Basics

The main reason to use accelerators is to achieve early strength gain and early setting. As soon as water comes in contact with cementitious materials, hydration reactions begin. Likewise, most accelerators also begin performing shortly upon their addition to a concrete mix. During the dormant period when the fresh concrete is plastic and able to be handled, prior to initial set, the action of set accelerators can last anywhere from 10 minutes in a hot mix to 2 hours for a cold mix. During the setting period, after initial set but prior to final set, accelerators can provide rapid strengthening for up to 10-12 hours, especially if heat is applied. Lastly, during the hardening period, strength gain is typically very slow and can take many hours to complete. In some cases, however, flash set, or rapid stiffening accompanied by excessive heat generation, can occur due to an insufficient amount of gypsum in the cement. False set, which involves rapid setting and very little heat generation, could also occur.

Typically, accelerators are custom blends of chemicals that do exactly what the precaster wants with the specific cement used. Some have accelerating and water-reducing properties (ASTM C494 Type E chemical admixtures), while some are only accelerators (ASTM C494 Type C chemical admixtures). Some even help improve concrete&#;s workability while others can help increase corrosion resistance. One way that manufacturers classify accelerators is based on the materials from which they are produced. Ketan Sompura, director of concrete technology and admixture and fiber products manager at Sika, said there are four types of accelerators; soluble inorganic salts, soluble organic compounds, quick-setting admixtures and miscellaneous solid materials. Admixture companies may combine several raw materials from all of these categories.

There are several soluble inorganic salts used for accelerators. The most effective is calcium chloride. Chlorides are the most economical accelerators and perform well. Chlorides, however, promote corrosion of steel, so they aren&#;t used in steel-reinforced concrete. Other inorganic salts contain nitrates, nitrites and thiocyanates instead of chlorides. These accelerators are slightly more expensive and can be used with steel reinforcement. Soluble organic accelerators use triethanolamines and calcium. Quick-setting accelerators aren&#;t typically used in precast or ready-mix applications because they cause such a rapid loss of plasticity and workability. Other accelerators may use compounds such as silicates and carbonates.

&#;Usually, accelerators are a blend of organic and inorganic materials,&#; said Sompura. &#;Each raw material has a different reaction time. One may not do anything for 30-60 minutes and another will.

For more information, please visit accelerating agent.

&#;Manufacturers combine them in different ratios and tailor the start and stop times before they react and provide results so they are suitable for precast applications.&#;

How accelerators work in concrete

Set accelerators work by acting as a catalyst for hydration reactions. The products of hydration reactions continuously accumulate, and the reactions continue until either all of the cement or all of the water in the mix has been exhausted. However, the products of hydration reactions can also surround unhydrated cement particles and create a barrier for the unreacted cement to come in contact with water. Chloride- and salt-based accelerators weaken the barrier created by these products and allow certain compounds in cement to hydrate, speeding up the hydration process. Accelerators containing triethanolamines act on a different compound in the cement and increase the rate at which the reactions occur with that compound. Triethanolamines can also encourage ettringite formation.

&#;The majority of accelerators react with tricalcium silicate, the major component of cement,&#; Sompura said. &#;Usually accelerators don&#;t work with dicalcium silicate, and only some of the accelerators work with tricalcium aluminate to make them be very quick setting.&#;

What&#;s important about accelerators

Although all accelerators start out as powders, most are supplied in liquid form because it is easier to dispense and evenly integrate into the concrete. Admixture suppliers provide bagged, dry forms to smaller precasters who don&#;t use high volumes, don&#;t have liquid dispensers and metering systems, are in remote locations or don&#;t receive weekly deliveries. Some accelerators, however, must be shipped in liquid form because they would be too dangerous as powders.

Liquids are easy to dispense and a homogenous mix is attained easier with liquids than with powdered additives. Sompura said there are two ways to integrate liquid accelerators into fresh concrete. One uses an automatic dispensing system which directly feeds accelerators into concrete mixtures. This metered batch process that takes liquid from a bulk tank to the mixer is usually used with large volumes of chemical admixtures. For lower volumes, a dispensing tube and a glass dispensing bottle provide visual confirmation for the person in charge of batching.

Admixtures are dosed by weight of the cement in the batch. The dosage of chloride accelerators typically follows the industry standard of 1-to-2% of the cement weight. Non-chloride accelerators have more variable dosages. Each accelerating admixture has a manufacturer-recommended dosing rate on its product data sheet. Sompura said these recommended dosages are guidelines and starting points for precasters to determine how much of the product to add. Most precasters create trial mixes and test a few doses to see which gives their product the required strength while also exhibiting a desirable level of workability and maintaining plasticity long enough to place the concrete and finish the exposed surfaces.

Accelerators are used more frequently in low ambient temperatures because the hydration reactions occur at a slower rate in colder temperatures. Accelerators also have a greater impact in colder temperatures. The warmer the ambient temperature, the less effective the accelerator. Using 2% accelerator by weight of cement at 45 degrees Fahrenheit may provide 5 hours of acceleration, but at 70 degrees Fahrenheit, the same amount of the same admixture may only provide 2-3 hours of acceleration. The accelerators-decreased effectiveness at higher temperatures is a nonissue since the hydration reactions occur at a faster rate at warmer temperatures &#; making accelerators unnecessary except for special circumstances.

Accelerators can also pose challenges for precasters, such as long-term strength gain and shrinkage. These are easily dealt with as long as the precaster is aware of the challenge and the solution.

&#;Although accelerators provide higher early strength, many people don&#;t realize that they lower the ultimate strength,&#; said Jesse Osborne, precast segment and admixture manager at Euclid Chemical. &#;Most precasters accept this and over-design a little bit, adding 5-to-10% more cement to reach the specified strength.&#;

Osborne said many admixture producers also include components that help offset shrinkage, which is a concern for precasters. Expansive agents and surface tension-reducing components can be included in accelerators. ASTM C494 dictates the maximum allowable amount of shrinkage and water reduction caused by the use of accelerating admixtures.

Sompura said accelerators affect the set time, but don&#;t necessarily affect the strength. Precasters should also be aware of how much time will elapse between mixing and placing the concrete, how the concrete will be transported to the forms, ambient temperature and the mix water temperature. Some precasters use hot water to increase the rate at which the hydration reactions occur. In some cases, if approximately 30 minutes will elapse between mixing and casting, a set accelerator could make the concrete too stiff to place. Instead, an accelerator that doesn&#;t take effect for the first half hour after mixing should be used.

Combinations of different accelerators mixed in manufacturer-specified ratios could also be used, depending on job specifications and how all the raw materials and chemicals interact. It is important to test different products in test batches to determine which combinations work best with the materials being used.

How accelerators advance precasters&#; work in the plant

According to Mark Celebuski, partner at Trinic, a manufacturer supplying powdered accelerating admixtures, precasters often use accelerators to offset the delaying effects of other additives. Some common additives like water-reducing admixtures or supplementary cementitious materials can decelerate the set of concrete. Using accelerators helps hydration occur at an elevated rate and increases the rate of set and strength gain. Precasters can also use accelerators to turn forms faster, which translates into greater efficiency and a reduction in total days and labor costs for production.

Debbie Sniderman is an engineer and CEO of VI Ventures LLC, an engineering consulting company.

The company is the world’s best sodium gluconate supplier. We are your one-stop shop for all needs. Our staff are highly-specialized and will help you find the product you need.