Technology of two-level supporting working contours

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Authors:

V.Diomin, Dr. Sc. (Tech.), Prof.,Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.

N.Nemova, Cand. Sc. (Tech.),Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.

M.Akhmetzhanov, Dr. Sc. (Econ.), Prof.,Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.

S.Dvuzhilova, Karaganda State Technical University, Karaganda, Kazakhstan, e-mail: This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.; This email address is being protected from spambots. You need JavaScript enabled to view it.

Abstract:

Purpose. Developing a technology with rope anchors hardening a roof of workings supported with steel-polymeric anchors which will exclude the roof collapse cases in zones of the increased mining pressure.

Methodology.Solving problems is based on systematic analysis and generalization of theoretic and industrial domestic and foreign experience in the field of development of technological schemes of mining roadways in stratified and ore mineral deposits; data modeling of strata pressure allocation, defectiveness and stability of rock massif; analytical researches of efficient application of technological innovations; experiments in real industrial conditions.

Findings. The two-level technology of supporting extraction workings based on accounting geomechanics of stressed-and-strained state of rocks around the workings with determining the optimum parameters of roof bolting depending on the influencing mining technological factors.

Originality of the methods proposed in the work consists in the following:

- the design capability to perceive loading without delays, a great load bearing capacity, prevention of the shift and stratification of the roof rocks, formation of domes and rock inrushes;

- reducing methane gas emission into the working, enhanced durability of the support and increased between-repairs resource, as well as the reached economic efficiency due to the cost reduction for working support and repair.

Practical value. Depending on the characteristic of the roof rocks, a way of supporting the roof rocks is developed with an anchor bridge.

References/Списоклітератури

1.Martynenko, I.I., Soluianov, N.O. and Vereshchagin, V.S., 2007. Analytical presentation of the tense state of array in the vicinity of the working taking into account sharing forces in the anchors. In: Prospects of development of East Donbass. Part 1: collection scientific works. Novocherkassk: Schakhtinskinstitute.

Мартыненко И.И. Аналитическое представление напряженного состояния массива в окрестности горной выработки с учетом срезающих усилий в анкерах / И.И.Мартыненко, Н.О.Солуянов, В.С.Верещагин; Перспективы развития Восточного Донбасса. Часть 1: сб. научных трудов; Шахтинский институт (филиал) ЮРГТУ – 2007. – С. 234–237.

2.Tsai, B.N., 2007. Termoaktivatsionnyi kharakter prochnosti porod. [Thermally activated nature of rock strength]. Karaganda: KarGTU.

Цай Б.Н. Термоактивационный характер прочности пород / Цай Б.Н. – Караганда: КарГТУ, 2007. – 204 с.

3.Zadavin, G.D., 2008. Establishment of parameters of the roof bolting during realization of the preparatory making at mines of the Karaganda pool. PhD. Karaganda.

Задавин Г.Д. Установление параметров анкерной крепи при проведении подготовительных выработок в условиях шахт Карагандинского бассейна: автореф. диссерт. на соискан. зван. канд. техн. наук ‒ Караганда: КарГТУ, 2008. – 30 с.

4.Diomin, V.F., Nemova, Y.A. and Diomina, T.V., 2015. Deformation of enclosing rocks round the working depending on affecting factors. Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, No. 4(148), рр. 35–38.

ДеминВ.Ф. Деформированиевмещающихпородвокруггорныхвыработоквзависимостиотвлияющихфакторов/ В.Ф.Демин, Н.А.Немова, Т.В.Демина; НауковийвісникНГУ. – 2015. – № 4(148). – С. 35–38.

5.Daniarov, N., Mozer, D. and Greeb, I., 2007. Structural systematization of system and Means of ore deposits underground development mechanization. In: 17. Zittauer Seminar zur energie wirt schaftlichen Situation in den Laendern Mittel s und Osteuropas. Zittau, Deutschland: Hochschule Zittau.

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