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首页   >    矿业工程

会宝岭铁矿爆破振动危害控制研究

  • 作者:
  • 王正英|翟利军|石绍飞|史秀志|邱贤阳|苟永刚
  • 作者单位:
  • 临沂会宝岭铁矿有限公司|临沂会宝岭铁矿有限公司|临沂会宝岭铁矿有限公司|中南大学资源与安全工程学院|中南大学资源与安全工程学院|河海大学海洋与近海工程研究院
  • 基金项目:

  • “十四五”国家重点研发计划项目(2022YFC2904602);南通市基础科学研究_青年科技人才创新专项(JC12022097)
  • 详细信息:

  • 作者简介:
  • 王正英(1989—),男,工程师,从事金属矿山开采方面的研究工作;E-mail:625868076@qq.com
  • 通讯作者:
  • isnull
  • PDF下载

Research on control of blasting vibration hazards in Huibaoling Iron Mine

  • English Author:
  • Linyi Huibaoling Iron Mine Co.,Ltd.|Linyi Huibaoling Iron Mine Co.,Ltd.|Linyi Huibaoling Iron Mine Co.,Ltd.|School of Resources and Safety Engineering,Central South University|School of Resources and Safety Engineering,Central South University|College of Harbour,Coastal and Offshore Engineering,Hohai University
  • Unit:
  • 摘要
  • 在线预览
  • 参考文献

摘要:

随着国民对美好生活的向往,矿山需要更加重视爆破振动给人和建(构)筑物造成?牟涣加跋臁;诨岜α胩蟊普穸挡馐荩萌婪蛩够楣窖芯靠笊奖普穸ゼ豕媛桑治霰普穸踩嗬耄范ú煌卸慰傻脑市碜畲蠖我┝浚笊降陌踩商峁├砺垡谰莺椭傅家饧=峁砻鳎壕嗬牍ぷ髅1 197.21 m之外的房屋建筑不存在爆破振动安全问题,而矿区内保护对象一般离爆源400~500 m,若要达到0.2 cm/s的爆破振动速度,允许最大段药量需控制在200 kg左右。

关键词:

爆破振动;衰减规律;安全判据;萨道夫斯基经验公式;最大段药量

Abstract:

With the increasing pursuit of a better life by the public,mining operations need to pay more attention to the adverse effects of blasting vibrations on people and buildings (structures).Based on the measured blasting vibration data in Huibaoling Iron Mine,the attenuation law of blasting vibrations in mines was studied using the Sadaovsk empirical formula.The analysis focused on determining the safe distance for blasting vibrations and identifying the reasonable maximum segment explosive quantity for different mid-section mining operations.This study provides theoretical basis and guidance for the safe mining operations in the mine.The results indicate that there are no safety issues with blasting vibrations for buildings located beyond 1 197.21 m from the working face,while protective objects within the mining area should be positioned approximately 400-500 m away from the blast source.To achieve the peak velocity target of 0.2 cm/s for blasting vibrations,the allowable maximum segment explosive quantity should be controlled at around 200 kg.

Keywords:

blasting vibration;attenuation law;safety criteria;Sadaovsk empirical formula;maximum segment explosive quantity