越南矿山爆破地震波在线振动测量系统的研究

IF 1.1 Q3 MINING & MINERAL PROCESSING
H. Dao, T. L. Pham, N. P. Hung
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引用次数: 2

摘要

爆破已成为采矿作业中的一项重要工作。然而,它会产生高强度的地震波,造成一些严重的问题,如伤人、飞石、开裂、断裂和缩短相邻建筑物的使用寿命。在越南,居民和政府之间就这些损失的赔偿政策发生了许多冲突。提出了一种解决方案,即进行类似的爆炸,并使用瞬时冲击仪记录产生的冲击波的大小。该操作的结果将用于确定采矿爆破的影响。事实上,这是一种不正确的方法,因为只要改变炸药的类型、顺序、炸药等,冲击波就会显著减少。无法确保未来不会发生另一次导致冲击波振幅的爆炸。为了解决这个问题,本文提出了一个全天候运行的在线地震波监测系统,将记录的信号传输到位于矿山边界附近的独立服务器。在爆炸波产生机制和冲击波记录机制的基础上,作者根据《越南标准》和第32/2019/TT号通知——越南董事会的允许影响,建立了一个存储记录的程序。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on an Online Vibration Measurement System for Seismic Waves Caused by Blasting for Mining in Vietnam
Blasting has become a crucial work in mining operation. However, it produces high-intensity seismic waves which cause some serious troubles such as injure people, fly-rock, cracking, breaking and reducing the lifetime of adjacent buildings. In Vietnam, there have been many conflicts between residents and government about the compensation policy for these damages. The solution is proposed, in which a similar explosion is made and an instantaneous concussion meter is used to record the magnitude of the generated shock wave. The results received from this operation will be used to determine the effects of mining blast. In fact, that is an incorrect method because just by changing the type of explosives, the order, the explosives, etc., the shock wave will be significantly reduced. Nothing is ensured that another explosion causing a shock wave amplitude will not occur in the future. To solve this problem, this paper presents an online seismic wave monitoring system operating 24/24h, to transmit the recorded signal to an independent server located around the boundary of the mine. On the basis of the mechanism of generating explosive waves and the recording mechanism of shock waves, the authors have built a program to store records according to the permissible influence of Vietnam Standard and Circular 32/2019/TT- Vietnam Board of Directors.
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来源期刊
Journal of Mining and Environment
Journal of Mining and Environment MINING & MINERAL PROCESSING-
CiteScore
1.90
自引率
25.00%
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