Generic Name: Concrete Superplasticizer, High Range Water Reducing & Set Retarding Admixture
Packaging: 200, 1000 Ltr & in Bulk
Uses: As a guide the dosage is normally: 0.60 – 2.0 % Volume by weight of cement. For flowing concrete 1.6 - 2.0 litres/100 kg cement for high strength concrete.
Generic Name: Water Reducing & Retarding Admixture
Packaging: 200, 1000 Ltr & in Bulk
Uses: As a guide the dosage is normally: 0.80 - 1.80 liters/100 kg cement for flowing concrete. 1.3 -2.50 liters/100 kg cement for high strength concrete.
Generic Name: Plasticizing & Set Retarding Admixture
Packaging: 200, 1000 Ltr & in Bulk
Uses: The dosage of UNIPLAST R 1 normally varies between 0.4 to 1.5 liters per 100 kg cement, depending on the retardation required.
Generic Name: High Performance Concrete Superplasticiser Based on Modified Polycarboxylic Polyether’s
Packaging: 200, 1000 Ltr & in Bulk
Uses: Dosage: The normal dosage for UNIPLAST PCE 12000 is between 0.5 and 2 litres per 100 kg of (cementitious material). Dosages outside this range are permissible subject to trial mixes.
Generic Name: Liquid Mortar Plasticizer
Packaging: 20, 200 Ltr
Uses: Dosage: UNIPLAST LMP is dosed 100 ml per 50 kgs bag of cement. In case of additional dosage, consult to technical department.
Generic Name: Corrosion Inhibiting Admixture for Reinforced Concrete
Packaging: 20, 200 Ltr
Uses: Dosage: UNIPLAST CORIN 100 is recommended for use at a rate of 5.0 to 30.0 L/m³ of concrete, depending upon the severity of the corrosion environment and the anticipated chloride loading of the structure, optimum dosage should determine by site trials with actual site conditions.
Generic Name: Liquid Admixture for Light Weight Concrete
Packaging: 20, 200 Ltr
Uses: UNIPLAST FOAMCRETE 100 complies with ASTM C – 495 Test for compressive strength of light weight insulating concrete
Generic Name: Set Accelerating Admixture for Concrete & Mortar
Packaging: 20, 200 Ltr
Uses: As a guide the dosage is normally: 0.5 to 2.5 liters/50 kg. cementitious material. The actual dosage can be decided by laboratory trials and will vary as per the cement type, temperature and prevalent ambient conditions.