欢迎访问《金属矿山》杂志官方网站,今天是 分享到:
×

扫码分享

金属矿山 ›› 2007, Vol. 37 ›› Issue (10): 47-50.

• 采矿工程 • 上一篇    下一篇

开挖爆破地震效应观测及其安全技术措施探讨

陈平1,惠鸿斌2   

  1. 1.铁道部科学研究院深圳研究设计院;2.西安建筑科技大学
  • 出版日期:2007-10-15 发布日期:2012-02-28

Observation of Seismic Effect of Excavation Blasting and Discussion on Technical Measures for Its Safety

Chen Ping1,Hui Hongbin2   

  1. 1.Shenzhen Research Institute of China Academy of Railway Sciences;2.Xian Institute of Architecture and Technology
  • Online:2007-10-15 Published:2012-02-28

摘要: 爆破是一种巨大能量瞬态对介质的作用过程。爆破地震效应、爆破冲击波、爆破飞石被公认为是爆破破坏作用的“三大公害”。结合工程实际对不同类型爆破地震效应的测试,进而分析其质点振动速度在不同高程差对建筑物或构筑物的安全影响,并据此指导调整爆破孔网参数,确保在复杂地形环境条件下土石方开挖爆破的安全实施,取得了较好的经济效益和社会效益。

关键词: 爆破地震, 孔网参数, 振动速度

Abstract: Blasting is a process of an instant impact of huge energy release on medium. The seismic effect, shock wave and flying rock induced by blasting are commonly recognized as “three great public hazards” due to the destruction function of blasting. In combination with a practical engineering, the seismic effect of various types of blasting was studied and the effect of its different particle vibration velocities at various altitude differences on the safety of buildings or structures analyzed. Based on this, the blasthole pattern parameters were regulated so as to ensure the safe execution of the excavation blasting under complex topographical environment conditions, which has achieved good economic and social benefits.

Key words: Blasting-induced seism, Blasthole pattern parameter, Vibration velocity