Concrete Hyperplasticizers – Capcocrete SRC5090

Capcocrete SRC5090 is a hyperplasticizer for concrete with the characteristic of retaining high workability for up to 90 minutes. The slump retention property of this product is based on the chemical structure of poly-carboxylate resin used in it, and it does not contain any retarders. Moreover, concrete produced with this superplasticizer does not compromise initial strengths.

This product is manufactured in accordance with the general requirements of the Iranian National Standard No. 2930-1 and the performance requirements specified in Tables 1-3 and 2-3 of the Iranian National Standard No. 2930-2. Additionally, this additive complies with the requirements of ASTM C494 Grade F standard and Table 1 of EN 934-1 standard. It also conforms to the requirements of Tables 1-3 and 2-3 of EN 934-2 standard.

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

Permissible Range for Using Additives in Concrete:

The permissible range of using Capcocret SRC5090 is from 0.5 to 1.6 percent by weight of cementitious materials (500 to 1600 grams per hundred kilograms of cementitious materials, including cement, silica fume, slag, fly ash, and other similar pozzolans). The optimal dosage of the additive should be determined based on the mix design specifications and the execution conditions, taking into account environmental factors. Ultimately, trial mixes should be prepared. Exceeding the declared permissible limit may result in consequences such as segregation and water bleeding in concrete. It is worth mentioning that reducing the dosage may lead to decreased workability retention of concrete over an extended period.

How to Mix Concrete Hyperplasticizers:

To use the additive, it is necessary to dilute it with water at twice the volume of the additive, and then add it to the concrete. Additionally, the following points should be considered:

  • 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 hyperplasticizer (CapcoCrete SRC5090):
Safety Precautions When Using Concrete Hyperplasticizers:
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