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Experimental study on impact coupling characteristics of high-pressure accumulator for unconstant-pressurized chamber rock drills

Authors :
Xiang Tian
Weihang Xi
Fei Ma
Zihang Zhang
Songyuan Wang
Xiaoguang Geng
Source :
Advances in Mechanical Engineering, Vol 16 (2024)
Publication Year :
2024
Publisher :
SAGE Publishing, 2024.

Abstract

In order to improve the efficiency of unconstant-pressurized chamber rock drills in large-hole and hard-rock conditions, the coupling characteristics of high-pressure accumulator and the impact system were analyzed. The multi-parameter mechanism experiment was designed. Piston displacement, oil return flow, main input-oil, and internal chamber pressure were obtained. Combining the structural characteristics and working principles of rock drills, the experiment-based accumulator volume calculation methods was proposed. According to the phase plane analysis of the accumulator diaphragm and the time series analysis of impact performance parameters, which indicate that the high-pressure accumulator and impact system have typical non-contact nonlinear structures. The dynamic performances also present complex nonlinear characteristics. With the increase of gas pre-charge pressure, the bifurcation points were developed from period-one motions to period-two motions, the coupling degree of flow coupling between the accumulator and the impact piston was gradually enhanced, and the impact performance was gradually improved. With the formation of the period-one motions and the increase of bifurcation strength, the diaphragm became more susceptible to fatigue damage. The optimum choice of high-pressure accumulator gas pre-charge pressure is 80–90 bar, which provides a reference for the application and parameter setting of high-pressure accumulators in unconstant-pressurized chamber rock drills.

Details

Language :
English
ISSN :
16878140 and 16878132
Volume :
16
Database :
Directory of Open Access Journals
Journal :
Advances in Mechanical Engineering
Publication Type :
Academic Journal
Accession number :
edsdoj.60f4033a56c0450ebf214330c43e3e8b
Document Type :
article
Full Text :
https://doi.org/10.1177/16878132241289264