Investigation of the Effect of Plasticizer Additive Ratio on the Abrasion Resistance of Concretes

In today's technology, there are various chemical additives that shape the fresh or hardened properties of concrete. Chemical can be added alone by using several together in order to obtain desired concrete properties. Usage dosages chosen such a way they meet performance criteria and at same time do not impair qualities this study, physical, mechanical durability concretes produced different proportions were investigated. production samples, water / cement ratio amount kept constant 0.5 350 kg m3, respectively. 0-4mm grain size crushed sand 4-16 mm aggregate used as aggregate. The plasticizer additive was rate 0.5%, 1%, 1.5% 2% depending on cement. Concrete samples 150x150x150 for compressive strength, archimedes weighing 71x71x71 abrasion tests use experimental studies. After have been removed from mold, cured standard curing pool temperature 20 ± 2 ° C 7 28 days. subjected archimedes, capillary absorption, ultrasound transition rate, boh (wear), schmidt strength tests. days old determined. Physical absorption percentage, porosity, unit weight, weight losses wear test measured only values with lowest porosity percentages seen sample containing 1% 3,18% 9,32% Ultrases velocity, hammer highest observed 28-day 4901 m/s, 26.1 57,14 MPa, With increase ratio, due decreased.