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现代矿业 ›› 2026, Vol. 42 ›› Issue (08): 33-37.

• 矿山控制爆破技术专栏 • 上一篇    下一篇

大宝山露天矿台阶爆破顶部分层装药参数优化研究与应用

赵 兴1 孙庆富1 曹铭宇1,2 曹江山2 沈文博2 邱贤阳2   

  1. 1. 广东省大宝山矿业有限公司;2. 中南大学资源与安全工程学院
  • 出版日期:2026-08-25 发布日期:2026-08-20

Optimization Research and Application of Top Layered Detonation Charging Parameters for Platform Blasting in Dabaoshan Open-pit Mine

ZHAO Xing1 SUN Qingfu1 CAO Mingyu1,2 CAO Jiangshan2 SHEN Wenbo2 QIU Xianyang2   

  1. 1. Guangdong Dabaoshan Mining Co.,Ltd.;2. School of Resources and Safety Engineering, Central South University
  • Online:2026-08-25 Published:2026-08-20

摘要: 针对大宝山露天台阶爆破中堵塞段偏长,导致顶部能量释放不足与大块率高的问 题,对顶部分层装药开展现场研究。在扩采 661 平台进行单孔机制识别,在东帮 637 平台开展 75 个 孔成组对比,设计分层装药并对顶部堵塞长度(5.5,4.0,3.5 m)进行对照,在保持总药量基本不变与 逐孔微差起爆条件下,以块度统计评估效果。结果表明:单孔试验中,D50由 616 mm 降至 485 mm, D80由 947 mm 降至 834 mm,Dmax由 2 074 mm 降至 1 443 mm,大于 1 m 的大块率由 15.2% 降至 6.1%。 成组对比中,分层装药+顶部堵塞 3.5 m 的方案获得最优且稳定的破碎效果,大块率相对连续装药 结构下降了 72%,而顶部堵塞 4.0 m 的方案爆破效果改善不显著。由试验可知,在不增加药量的前 提下,顶部分层装药可实现能量时空再分配,显著改善表层破碎与堆形。堵塞长度为关键控制量, 在所述岩性与孔网条件下以 3.5 m 为优选,过长易致顶部能量释放不足,导致顶部破碎不完全。

关键词: 露天台阶爆破, 深孔爆破, 装药结构, 分层装药

Abstract: In response to the problem of excessive length of blocked sections in the blasting of the open-pit mining platform of Dabaoshan,which leads to insufficient energy release at the top and high rate of large blocks,a field study on top layer detonation charge was conducted. A single-hole mechanism iden⁃ tification was carried out on the expansion mining platform 661,and a 75 holes group comparison was con⁃ ducted on the east slope platform 637. A layer detonation charge design was carried out and the top blocked length (5.5,4.0,3.5 m) was compared. Under the condition of maintaining the total charge amount basically unchanged and micro-differential initiation of each hole,the effect was evaluated by block size statistics. The results show that in the single-hole test,D50 decreased from 616 mm to 485 mm, D80 decreased from 947 mm to 834 mm,Dmax decreased from 2 074 mm to 1 443 mm,and the rate of large blocks greater than 1 m decreased from 15.2% to 6.1%. In the group comparison,the layer detonation charge + top blocked length of 3.5 m achieved the optimal and stable crushing effect,and the rate of large blocks decreased by 72% compared with the continuous detonation charge structure,while the blasting ef⁃ fect of the scheme with top blocked length of 4.0 m did not improve significantly. From the experiments,it can be known that without increasing the charge amount,top layered detonation charge can achieve energy and time-space redistribution,significantly improving surface crushing and pile shape. The blocked length is the key control quantity. Under the given rock properties and hole network conditions,3.5 m is the pre⁃ferred value. An excessively long blocked length is likely to cause insufficient energy release at the top,re⁃ sulting in incomplete top crushing.

Key words: blasting of the open-pit mining platform, deep-hole blasting, charging structure, layer detonation charge