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Vol 190
Pages:
192
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Metal pliable support developmentsin an ore file Yakovlevsky mine

Authors:
V. I. Ochkurov1
Yu. N. Ogorodnikov2
Yu. N. Antonov3
About authors
  • 1 — Saint Petersburg State Mining Institute (Technical University)
  • 2 — Saint Petersburg State Mining Institute (Technical University)
  • 3 — Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2010-08-04
Date accepted:
2010-10-13
Date published:
2011-04-05

Abstract

Loading on support is defined by geomechanical, technological and geometrical parametres. At комбайновой technologies of carrying out of developments loading decreases in 1,5-1,6 times. Rigid dependence of size of loading on quality of filling закрепного spaces remains. Bearing ability of arches from СВП-27 and СВП-33 exceeds bearing ability of arches from СВП-22 accordingly on 33 and 76 %. Bearing ability of an arch with the account of plastic deformations of a steel increases on 32-42 % in comparison with elastic calculation.

Очкуров В.И., Огородников Ю.Н., Антонов Ю.Н. Металлическая податливая крепь выработок в рудном массиве Яковлевского рудника // Записки Горного института. 2011. Т. 190. С. 192.
Ochkurov V.I., Ogorodnikov Y.N., Antonov Y.N. Metal pliable support developmentsin an ore file Yakovlevsky mine // Journal of Mining Institute. 2011. Vol. 190. p. 192.
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