Theoretical and experimental research on the vibration characteristics excited at the end of pre-stressed rock-bolt

被引:0
作者
Li, Qingfeng [1 ]
Zhu, Chuanqu [1 ]
机构
[1] Hunan Key Laboratory of Coal Mining Safety Technology, School of Mining and Safety Engineering, Hunan University of Science and Technology, Xiangtan, 411201, Hunan
来源
Caikuang yu Anquan Gongcheng Xuebao/Journal of Mining and Safety Engineering | 2015年 / 32卷 / 05期
关键词
Bolting support; Cantilever beam; Non-destructive dynamic testing; Pre-stress;
D O I
10.13545/j.cnki.jmse.2015.05.008
中图分类号
学科分类号
摘要
In order to improve the random and non-destructive dynamic detection accuracy of pre-stress of rock-bolt, according to pre-stressed rock-bolt mechanical characteristics loaded on the surrounding rock, the mechanical model of non-destructive dynamic detection of pre-stress of rock-bolt has been firstly put forward. Secondly, based on elastic dynamics and structural dynamics, the theoretical analysis of vibration mechanical model of pre-stressed rock-bolt has been presented when it is stimulated at its outer end, and the pre-stress formula of pre-stressed rock-bolt has been obtained. Finally, with the simulation of surrounding rock with concrete block, and anchored resin rock-bolt in the reserved hole of concrete block, the non-prestressed and prestressed rock-bolt have been detected by non-destructive dynamic detection instrument. The result has shown that the cantilever dynamics model is consistent with vibration mechanics characteristics of pre-stressed rock-bolt when stimulated at its outer end, and that test error basically meets the requirement of the field. ©, YYYY, China University of Mining and Technology. All right reserved.
引用
收藏
页码:748 / 752
页数:4
相关论文
共 11 条
[1]  
Wu Z., Wang W., Action analysis on pre-stressed force of rock bolts for coal roadway with bedded roof, Mining Safety & Environmental Protection, 35, 5, pp. 47-49, (2008)
[2]  
Zhang G., Zhang X., Pu W., Et al., Analysis of complex roof separation and parameters determination of pre-stressed bolt supporting, Journal of Liaoning Technical University: Natural Science Edition, 29, 2, pp. 182-186, (2010)
[3]  
Zhai Y., The mechanics effect of bolt pretension in roadway surrounding rock, Journal of China Coal Society, 33, 8, pp. 856-859, (2008)
[4]  
Zhao G., Liu L., Dong L., Et al., Research and its application on end anchoring-grouting pre-stressed anchor range, Journal of Hunan University of Science & Technology: Natural Science Edition, 25, 1, pp. 1-7, (2010)
[5]  
Gou X., Chen R., Analysis of anchor dynamic response under the action of transverse vibration force, Coal Mine Safety, 44, 2, pp. 200-203, (2013)
[6]  
Xue D., Zhang K., Theoretical research on transverse vibrations of the bolt anchorage structure in coal mine, Journal of China University of Mining & Technology, 42, 4, pp. 695-700, (2013)
[7]  
Zeng D., Wang S., Analysis on lateral dynamic response of anchor system, Chinese Journal of Underground Space and Engineering, 6, 4, pp. 742-746, (2010)
[8]  
Wan S., Xu J., Wu R., Study on the exciting wave and its propagation rules of elastic wave testing on pre-stressed anchor, Journal of Mining & Safety Engineering, 28, 4, pp. 581-584, (2011)
[9]  
Li Q., Mao X., Xu J., Et al., Principles and application of elastic wave method for pre-stressed bolt testing, Journal of Mining & Safety Engineering, 24, 1, pp. 32-36, (2007)
[10]  
Tian B., Wu J., Liu W., Et al., Research on the influence factors and the optimal test combination of the non-destructive testing methods of pre-stressed bolt tension, Journal of Sichuan University of Science & Engineering: Natural Science Edition, 24, 5, pp. 561-563, (2011)