801-CVC S1

Water-Proofing Admixture for Concrete and Mortar

Product Description	CVC S1 is an admixture material which is mixed with concrete or mortar, and reacts with cement and sand; is normal setting water proofer, the action of which is to block the capillaries and pores in concrete and mortar. While blocking the passage of water it allows the structure to breathe, thus considerably reducing the possibility of condensation. CVC S1 is suitable for use in tropical and hot climates.
Product Number	801
Areas of Application	• Internal and external plasters • Water reservoirs, swimming and decorative pools, sealing holes • Silos, exposed concrete, dome isolations • Main walls, retaining and curtain walls, foundations and bridges • Wet areas like kitchen, balcony, terrace, bathroom, WC • Where water and moisture insulation is crucial.
Product Advantages	• CVC S1 is economical, • Prevents condensation by letting the mortar breath • Ready to use and practical, • Doesn’t contain chlorides that are corrosive to steel reinforcements, • Increases the freezing and thawing strength of the water, • Doesn’t affect the setting duration and ultimate strength values of the mortar • CVC S1 is not toxic,
Technical Data	Color Yellow Density 1,05 kg/l (20 °C) Package In plastic cans of 10 and 30 kg, in barrels of 200 kg Danger class None Consumption Variable Storage For 18 months in a cool and dry environment, without opening its original package. It is sensitive to frost.
Application	Cracks, porous areas and bloated locations must be improved by cutting and removing. The surfaces, where the application will take place, must be roughened up or abraded with a wire or by sandblasting, and purged from all oils and other chemicals.
Dosage	CVC S1 is used by adding it to clean mixing water. Mixing rate of CVC S1 to the water is generally 1:5. For concrete; it is 1-2% of the used cement (for 100 kg cement, 1-2 kg CVC S1 is used).
Points to take into Consideration	You should pay extra attention to all junctures.  Every layer of concrete must be formed at least 10 cm from the preceding one since concrete expands during curin. Vertical and horizontal joints must be beveled.