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金属矿山 ›› 2013, Vol. 42 ›› Issue (02): 60-62.

• 采矿工程 • 上一篇    下一篇

软弱结构面对爆破效果影响及其控制

和铁柱1,2,池恩安1,2,3,赵明生3   

  1. 1.贵州大学矿业学院;2.贵州非金属矿产资源综合利用重点实验室;3.贵州新联爆破工程有限公司
  • 出版日期:2013-02-15 发布日期:2013-03-13
  • 基金资助:
    * 贵州省科技计划项目(编号:SY2010365)。

Weak Structural Plane on the Blasting Effect and the Control Measures

He Tiezhu1,2,Chi En'an1,2,3,Zhao Mingsheng3   

  1. 1.School of Mining,Guizhou University;2.Guizhou Xinlian Blast Engineering Co.,Ltd.;3.Guizhou Key Laboratory of Comprehensive Utilization of Non-metallic Mineral Resources
  • Online:2013-02-15 Published:2013-03-13

摘要: 首先分析了软弱结构面的存在易产生冲炮、大块、残留根底及门坎等不良爆破效果的原因,然后根据实际情况采取调整爆破参数、增加孔底装药密度、选择适合的爆破位置以及浅孔辅助中深孔爆破等技术措施。工程实际应用效果表明,所采取的控制方法是可行的,具有重要的工程实用价值。

关键词: 软弱结构面, 冲炮, 大块, 根底

Abstract: The paper firstly analyzed the reason for the weak structural plane easily producing the adverse blasting effects such as toward blasting,large fragment,toe rock,threshold and so on.Then,according to the practical situation,some technical measures were taken by adjusting the blasting parameters,increasing the charge density in the bottom of the hole,choosing an adaptive blasting location and assisting deep-hole blasting with short-hole.The practical application into engineering indicated that the measures above are feasible and have an important practical value.

Key words: Weak structural plane, Towards blasting, Large fragment, Toe rock