Kiriia R.V., Monastyrskyi V.F., Smirnov A.M., Mostovyi B.I. Determination of critical inclination angle for the conveyer with pressure belt
- Details
- Parent Category: Geo-Technical Mechanics, 2020
- Category: Geo-Technical Mechanics, 2020, № 152
Geoteh. meh. 2020, 152, 275-284
https://doi.org/10.15407/geotm2020.152.275
DETERMINATION OF CRITICAL INCLINATIONANGLE FOR THE CONVEYER WITH PRESSURE BELT
1Kiriia R.V., 1Monastyrskyi V.F., 1Smirnov A.M., 1Mostovyi B.I.
1Institute of Geotechnical Mechanics named by N. Poljakov of NAS of Ukraine
UDC 622.647.2:621.867.2
Language: Russian
Annotation.
Today , steeply inclined belt conveyors with pressure belt are widely used in the world for transporting bulks. According to the literature, critical angle of these conveyors inclination varies from 35º to 90º. However, there is no sufficiently justified value of critical conveyor inclination angle. In this work, critical inclination angle of conveyor with pressure belt was determined for different states of the bulk on the conveyor depending on linear load of the bulk on the conveyor belt and the bulk properties. It was assumed that tangential stresses at each point of the bulk were balanced by the bulk gravity force projected towards the direction of conveyor belt movement and did not exceed critical tangential stresses in the bulk medium. In addition, the Coulomb's law of friction was applied for the forces of the bulk friction against the conveyor carrying and pressure belts. In this article, the authors consider cases when coefficient of the bulk internal friction is greater than coefficients of the bulk friction against conveyor carrying and pressure belts, and when coefficient of the bulk internal friction is less than coefficient of the bulk friction against the conveyor carrying belt. As a result of solving the obtained systems of the equilibrium equations for each of the above cases, the dependences of critical inclination angle of conveyor with pressure belt on the linear load of the bulk and linear weight of the pressure belt, as well as on coefficients of the bulk friction against the carrying and pressure conveyor belts and coefficient of the bulk internal friction load were determined. Analysis of the obtained dependencies showed that critical inclination angle of conveyor with pressure belt decreases with increase of linear load of the transported bulk. With an increase of coefficients of bulk friction against the conveyor carrying and pressure belts and coefficient of the bulk internal friction, critical inclination angle of conveyor with pressure belt increases. Besides, with increase of ratio between the pressure belt linear load and the bulk linear load, critical inclination angle of conveyor with pressure belt increases and tends to 90° when increase of this ratio is unlimited.
Keywords.
belt conveyors, bulk, pressure belt, critical angle of inclination.
References
1. Galkin, V.I., Dmitriev, V.G. and Dyachenko, V.P. (2005), Sovremennaya teoriya lentochnykh konveyerov gornykh predpriyatiy [Modern theory of belt conveyers for mining enterprises], Iz-vo MGGU, Moscow, RU.
2. Dyakov, V.F., Shakhmeyster, L.G. and Dmitriev, V.G. (1982), Lentochnye konveyery v gornoy promyshlennosti [Band conveyers in mining industry], in Spivakovskiy, A.O. (ed.), Nedra, Moscow, SU.
3. Spivakovskiy, A.O., Samoylyuk, N.D., Solod, L.G. and Shakhmeyster, L.G. (1960), Podzemnye konveyernye ustanovki [Underground conveyor plants], Gos. nauch.-tekh. izd-vo lit-ry po gornomu delu, Moscow, SU.
4. Shakhmeyster, L.G. and Solod, G.I. (1976) Podzemnye konveyernye ustanovki [Underground conveyer arrangement], in Spivakovskiy, A.O. (ed.), Nedra, Moscow, SU.
5. Perten, YU. A.(1977), Krutonaklonnye konveyery [Steeply inclined conveyors], Mashinostroenie (Leningr. otdelenie), Leningrad, SU.
6. Zenkov, R.L. (1984), Mekhanika nasypnykh gruzov [Soil mechanics], Mashinosrtoenie, Moscow, SU.
7. Kiriia, R.V. (1999), “Kinetic approach to the derivation of equations of motion of granular media”, Visnyk Dnipropetrovskogo universytetu. Mekhanika, no.2, pp. 143–150.
About the authors
Kiriia Ruslan Visarionovich, Doctor of Technical Sciences (D. Sc), Senior Researcher, Principal Researcher in the Department of Geomechanics of Mineral Opencast Mining Technology, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM, NASU), Dnipro, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .
Monastyrskyi Vitalii Fedorovych, Doctor of Technical Sciences (D. Sc), Senior Researcher, Senior Researcher in the Department of Geomechanics of Mineral Opencast Mining Technology, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM, NASU), Dnipro, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .
Smirnov Andrii Mykolaevych, Candidate of Technical Sciences (Ph.D), Senior Researcher in Department of Geomechanics of Mineral Opencast Mining Technology, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM, NASU), Dnipro, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .
Mostovyi Borys Ivanovych, Master of Science, Principal Specialist in Department of Geomechanics of Mineral Opencast Mining Technology, Institute of Geotechnical Mechanics named by N. Poljakov of National Academy of Sciences of Ukraine (IGTM, NASU), Dnipro, Ukraine, This email address is being protected from spambots. You need JavaScript enabled to view it. .