Submit an Article
Become a reviewer
Vol 42 Iss. 1
Pages:
144-157
Download volume:
RUS
Article

On the transition period in the process of cage catching by parachutes

Authors:
T. A. Ponomareva
Date submitted:
1959-07-16
Date accepted:
1959-09-09
Date published:
1959-12-19

Abstract

When studying the vibrations of rigid reinforcement of mine shafts, it is necessary to distinguish two types of forces of interaction between the parachute device and conductors – braking and coupling. Under the braking force we will understand the force of interaction between parachutes and conductors when the lifting vessel is moving along the conductors, and under the coupling force we will understand the force of interaction between parachutes and conductors when the lifting vessel is stationary in relation to the conductors or moving at a very small speed. In the general case, the coupling force is not equal to the braking force. Thus, in the case of friction parachutes, the difference in the value of braking force and coupling force will be determined by the difference in the value of coefficients of kinetic and static friction. It should be borne in mind that static friction is 1.7‑2.8 times greater than kinetic friction and, consequently, the coupling force will be greater than the braking force.

Область исследования:
Mining
Funding:

None

Go to volume 42

References

  1. Dobrokhotov A. A. On calculation of rigid reinforcement of mine shafts. Sbornik "Voprosy provedeniya gornykh vyrabotok". Ugletekhizdat, 1955. (in Russian)
  2. Ponomareva T. A. On dynamic coefficient in calculation of rigid reinforcement of mine shafts. Zapiski Gornogo Instituta, 1958, vol. XXXVI, iss. 1. (in Russian)
  3. Rabinovich I. M., Sinitsyn A. P., Terenin B. M. Calculation of Structures for Short‑Term and Instantaneous Forces, pt. 1. Izd-vo VIA, 1956. (in Russian)
  4. Reference book. Engineering Structures, vol. I. Mashstroizdat, 1950. (in Russian)

Similar articles

Study of rod support operation in large cross-section excavations with fractured rocks
1959 A. A. Borisov, A. I. Golomolvin, I. P. Tolstunov
Operation of l face supports and their interaction with the roof
1959 A. A. Aleinikov
Influence of rod pre-tensioning on the bearing capacity of the roof of underground workings
1959 G. I. Kravchenko
On the selection of the optimal position of the shaft for transportation
1959 D. F. Borisov
On the development of coal deposits under water bodies
1959 Yu. N. Niskovskii
Study of roof rock movement depending on the technology of seam excavation
1959 A. A. Aleinikov