In this work, the results of a chemical modification of concrete based on Portland cement by zeolite, metakaolinite and micrometakaolinite in amounts of (5, 10 and 15) w/%, and mass fractions of the concrete amount included in the mixture as a filler were summarized. The influence of the w/%, or mass fractions, of new commercial fillers on the concrete's mechanical strength was measured. The reference recipe of concrete contained three parts of aggregates: 0.125-0.250 mm, 0.250-0.500 mm and 0.500-1.000 mm. For the concrete production, white cement (42.5 MPa), water and a deflocculant based on polycarboxylate were used. To characterize the basic properties of the studied concrete, SEM observations, chemical compositions, slump-cone test results and time setting were widely investigated. Samples of the concrete were characterized with the compressive-strength and bending tests after (1, 7, 14 and 28) d of the curing process. The obtained results were compared with the reference samples of the concrete without chemical additions. This study proved that all the chosen modifiers had an increased effect on the final mechanical strength of the researched concrete samples and that they are very promising for applications in civil engineering and new building technologies in the future.