Analysis of experimental data and results of testing the mechanized technology of plastering premises walls
The paper presents an analysis of experimental data and results of testing the mechanized technology of plastering premises walls. The physical model of process of filling the cavity between the wall and the formwork with a plaster solution according to the method of «ascending stream» taking into account the processes occurring at underwater concreting is presented. Questions of the mathematical description of the model from hydromechanics position are considered. The area of rational parameters of carrying out works on the new technology is revealed.