Concrete Superplasticizers – CapcoNorm SPCR218

CapcoNorm SPCR218 is a superplasticizer for concrete, a high-range water reducer, and a retarder. It is used to significantly increase the flowability of concrete/mortar, especially for concrete pouring in hot weather, without changing the water-to-cement ratio, or to reduce the water-to-cement ratio without reducing flowability. This additive also maintains the slump over time.

This product is produced in accordance with the general requirements of the Iranian National Standard No. 2930-1 and the performance requirements of Tables 1-11 and 2-11 in the Iranian National Standard No. 2930-2. Additionally, this additive complies with the Grade G requirements of ASTM C494 standard and Table 1 of EN 934-1 standard, as well as the requirements of Tables 1-11 and 2-11 in the EN 934-2 standard.

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The advantages of using a concrete superplasticizer include:
The use of concrete superplasticizers:
Range and Method of Using Additives in Concrete:

Permissible Range for Using Additives in Concrete:

The permissible range for the use of CapcoNorm SPCR218 is from 0.5 to 1.5 percent by weight of cementitious materials (500 to 1500 grams per hundred kilograms of cementitious materials including cement, silica fume, slag, fly ash, and other similar pozzolans). The optimum dosage of the additive should be determined based on the mix design specifications and the prevailing execution and environmental conditions. Exceeding the declared limit may lead to consequences such as segregation, water bleeding, and an increase in the initial setting time of concrete, especially for concrete containing retarding agents.

How to Mix Concrete Superplasticizer:

To use the additive, it is necessary to dilute it with water in double the volume of the additive. Then, add it to the concrete when it has reached a low initial slump. Additionally, the following points should be observed:

  • After adding the additive, the concrete should be thoroughly mixed for 2 to 5 minutes to ensure complete blending, and uniform distribution of the additive in the concrete.
  • This additive should not come into direct contact with dry cement or dry aggregate materials.
  • The volume of water used to dilute the additive (before adding it to the concrete) should be subtracted from the total mixing water in the concrete.
  • If there is a desire to significantly increase the slump of fresh concrete, it is necessary for the concrete mix design to be prepared in such a way that the concrete does not experience segregation and water bleeding.
Physical and Chemical Specifications of Concrete superplasticizer (CapcoNorm SPCR218):
Safety Precautions When Using Concrete Plasticizer:
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