| Issue |
E3S Web Conf.
Volume 233, 2021
2020 2nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)
|
|
|---|---|---|
| Article Number | 01004 | |
| Number of page(s) | 7 | |
| Section | NESEE2020-New Energy Science and Environmental Engineering | |
| DOI | https://doi.org/10.1051/e3sconf/202123301004 | |
| Published online | 27 January 2021 | |
Evaluation Method of Shaft Structure Stability in Coal Mine Raise Boring Engineering
1 Mine Construction Branch, China Coal Research Institute, Beijing, 100013, China
2 Beijing China Coal Mine Engineering Co. Ltd, Beijing, 100013, China
3 National Engineering Laboratory for Deep Shaft Construction Technology in Coal Mine, Beijing, 100013, China
a Corresponding author: gf_gaofeng@foxmail.com
Raise boring method is one of the key technologies for coal mine shaft construction. The typical engineering of raise boring method is two types: large diameter shafts and small diameter gas pipeline shafts. Ensuring the stability of these two types of shaft structures is a key issue that determines the quality of raise boring engineering. In order to solve this problem, a method of evaluating the stability of shaft structure constructed by raise boring method is proposed in this paper. First, for large-diameter shafts, it is clear that the stability of surrounding rock is the key factor. Based on the strength reduction method, the stability coefficient of surrounding rock k0=2.5 is proposed. Secondly, for the small diameter gas pipe shaft, it is clear that the stability of the gas pipe under the pressure of the filling material is the key factor. The functional equations of allowable compressive stress of the pipe material, the initial deviation of the gas pipes and the ultimate pressure are established, and a method with results biased towards safety is proposed for the design and verification of gas pipes.
© The Authors, published by EDP Sciences 2021
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