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Safety of Steel Arch Support Operation During Rock Bursts Under Explosive Atmosphere Conditions Cover

Safety of Steel Arch Support Operation During Rock Bursts Under Explosive Atmosphere Conditions

By: Andrzej Pytlik and  Witold Frąc  
Open Access
|Mar 2023

Figures & Tables

Figure 1

Setup for testing straight and arching sliding joints (a) and picture of the test facility with an SV prop constructed from V32 sections (b).
Setup for testing straight and arching sliding joints (a) and picture of the test facility with an SV prop constructed from V32 sections (b).

Figure 2

Inspecting the emissivity e of the steel used to construct the V32 sections: (a) picture of the dryer with the sections; (b) thermal image.
Inspecting the emissivity e of the steel used to construct the V32 sections: (a) picture of the dryer with the sections; (b) thermal image.

Figure 3

Courses of sliding joint static load capacity Fs: (a) SV32 – two SDO32W shackles, Md = 450 N m; (b) SV32t – three SDO32W shackles, Md = 500 N m.
Courses of sliding joint static load capacity Fs: (a) SV32 – two SDO32W shackles, Md = 450 N m; (b) SV32t – three SDO32W shackles, Md = 500 N m.

Figure 4

Pictures of sliding joints in an SV32t prop (three shackles in the joint).
Pictures of sliding joints in an SV32t prop (three shackles in the joint).

Figure 5

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b).

Figure 6

Course of joint force and maximum temperature at an impact velocity vp = 2.45 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.45 m/s (a) and joint thermal image (b).

Figure 7

Course of joint force and maximum temperature at an impact velocity vp = 2.79 m/s (a) and joint thermal image (b).
Course of joint force and maximum temperature at an impact velocity vp = 2.79 m/s (a) and joint thermal image (b).

Figure 8

Arching sliding joint (a, c), course of joint force and maximum temperature at an impact velocity vp = 0.55 m/s (b), and joint thermal image (d).
Arching sliding joint (a, c), course of joint force and maximum temperature at an impact velocity vp = 0.55 m/s (b), and joint thermal image (d).

Figure 9

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a), picture of an arching joint (b), and joint thermal image (c).
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a), picture of an arching joint (b), and joint thermal image (c).

Figure 10

SV32tw friction prop with four shackles: three shackles in the joint and one restraining shackle under the joint.
SV32tw friction prop with four shackles: three shackles in the joint and one restraining shackle under the joint.

Figure 11

Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b). 3 – lower shackle; 4 – restraining shackle.
Course of joint force and maximum temperature at an impact velocity vp = 2.05 m/s (a) and joint thermal image (b). 3 – lower shackle; 4 – restraining shackle.

Result compilation of SV32t straight sliding joint tests under dynamic loading_

Test no.vp, m/sz, mEc, JNd, kNTmax, °C
12.0514025,556183169.6
211023,387213
39533,256235
42.4515533,256215175.5
516033,617210
615045,293219
72.7923045,293197234.1
820543,485212
920543,485212
Average211
Standard deviation14
DOI: https://doi.org/10.2478/sgem-2023-0004 | Journal eISSN: 2083-831X | Journal ISSN: 0137-6365
Language: English
Page range: 144 - 157
Submitted on: Sep 24, 2021
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Accepted on: Jan 5, 2023
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Published on: Mar 17, 2023
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2023 Andrzej Pytlik, Witold Frąc, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution 4.0 License.