Concrete Hyperplasticizers – Capcocrete SPCR100

CapcoCrete SPCR100 is a hyperplasticizer, a very strong water reducer, and a retarder used to increase the flowability of concrete/mortar without changing the water-to-cement ratio or decreasing flowability. Additionally, this additive prolongs the setting time and working opportunity with concrete.

This product is manufactured according to the general requirements of the national standard of Iran, number 2930-1, and the performance requirements outlined in Tables 1-11 and 2-11 of the national standard of Iran, number 2930-2. Moreover, this additive complies with the requirements of Grade G in ASTM C494 standard and Table 1 of EN 934-1 standard, as well as Tables 1-11 and 2-11 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 for the use of SPCR100 superplasticizer is from 0.3 to 1.5% by weight of cementitious materials (300 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 operational and environmental conditions. Exceeding the specified limit may result in consequences such as segregation, water bleeding, and abrupt setting time increase, especially for concrete containing retarding admixtures.

How to Mix Concrete hyperplasticizers:

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 hyperplasticizer (CapcoCrete SPCR100):
Safety Precautions When Using Concrete Hyperplasticizers: