深部高应力巷道掘进爆破工艺优化与应用Optimization and Application of Blasting Technology for Deep High-stress Roadway Excavation
张发宇,孙思赞,肖磊,崔鹏,罗平框,朱国军,杜佳辉
摘要(Abstract):
随着采掘水平的不断加深,高地应力及复杂地质条件对巷道掘进光面爆破效果的制约愈发突出。为解决滇东北某矿超1500 m深部找探矿工程巷道掘进中出现的光面爆破成形质量差、循环进尺效率低以及爆堆大块率高等问题,在深入分析了现行掘进爆破方案的循环进尺深度与作业成本的基础上,结合深部工程区域矿岩可爆性与地应力测试结果,对现行方案的掏槽形式、炮眼布置、装药结构以及填塞方式等进行了工艺优化,并针对不同围岩等级进行了差异化爆破方案设计,Ⅲ级围岩采用“1+6”直眼掏槽替代原方案“2+6”斜眼掏槽结构,Ⅳ级围岩采用“2+6”直眼掏槽替代原方案“1+4”斜眼掏槽。现场工业试验结果表明:巷道循环进尺深度提升0.1~0.41 m,开挖断面半孔率提高至80%,炸药单耗平均降低15%,试验后爆堆大块率降低至8%。研究结果表明:采用“参数优化-工艺适配”技术体系,基于围岩条件开展分级爆破设计施工,可显著改善深部高地应力环境下的巷道掘进爆破效果,为矿山企业降本增效。研究成果为深部金属矿巷道掘进爆破提供了可借鉴的设计思路。
关键词(KeyWords): 高地应力;巷道掘进;光面爆破;可爆性分析;工艺优化
基金项目(Foundation): 云南省基础研究计划项目(编号:202501CF070050)~~
作者(Author): 张发宇,孙思赞,肖磊,崔鹏,罗平框,朱国军,杜佳辉
参考文献(References):
- [1] 杜贝举,刘长友,吴锋锋,等.深井高应力软弱围岩巷道变形机理及控制研究[J].采矿与安全工程学报,2020,37(6):1123-1132.[1] DU Bei-ju,LIU Chang-you,WU Feng-feng,et al.Deformation mechanism and control technology of roadway in deep mine with high stress and weak surrounding rock[J].Journal of Mining & Safety Engineering,2020,37(6):1123-1132.(in Chinese)
- [2] 孙立虎,王雁冰,王敏,等.倒梯形巷道顶板全长锚索联合支护技术研究[J].金属矿山,2024(6):14-22.[2] SUN Li-hu,WANG Yan-bing,WANG Min,et al.Research on combined support technology of full-length anchor cable in roof of inverted trapezoidal coal roadway[J].Metal Mine,2024(6):14-22.(in Chinese)
- [3] 戴俊,钱七虎.高地应力条件下的巷道崩落爆破参数[J].爆炸与冲击,2007(3):272-277.[3] DAI Jun,QIAN Qi-hu.Break blasting parameters for driving a roadway in rock with high residual stress[J].Explosion and Shock Waves,2007(3):272-277.(in Chinese)
- [4] ZHOU Jun-jie,GAO Shan,LUO Ping-kuang,et al.Optimization of blasting parameters considering both vibration reduction and profle control:a case study in a mountain hard rock tunnel[J].Buildings,2024,14(5):1421.
- [5] 赵瑞,陶明,向恭梁,等.爆破引起的深埋岩石隧道动态应力集中和破坏特征[J].中南大学学报(英文版),2024,31(7):2321-2340.[5] ZHAO Rui,TAO Ming,XIANG Gong-liang,et al.Blasting induced dynamic stress concentration and failure characteristics of deep-buried rock tunnel[J].Journal of Central South University,2024,31(7):2321-2340.(in Chinese)
- [6] 李亮,陈嘉骏,赵炼恒,等.基于统一强度理论的深埋隧道围岩爆破致裂范围评估[J].中南大学学报(英文版),2024,31(7):2341-2364.[6] LI Liang,CHEN Jia-jun,ZHAO Lian-heng,et al.Assessing the range of blasting-induced cracks in the surrounding rock of deeply buried tunnels based on the unified strength theory[J].Journal of Central South University,2024,31(7):2341-2364.(in Chinese)
- [7] 李启月,徐敏,范作鹏,等.直眼掏槽破岩过程模拟与空孔效应分析[J].爆破,2011,28(4):23-26.[7] LI Qi-yue,XU Min,FAN Zuo-peng,et al.Simulation of rock failure process in cutting by parallel hole and analysis on empty hole effect[J].Blasting,2011,28(4):23-26.(in Chinese)
- [8] 孟海利,孙鹏昌,薛里,等.大直径中空孔直眼掏槽爆破的空孔应力集中效应研究[J].爆破,2023,40(4):60- 65,153.[8] MENG Hai-li,SUN Peng-chang,XUE Li,et al.Study on stress concentration effect of large-diameter empty hole in burn cut blasting[J].Blasting,2023,40(4):60- 65,153.(in Chinese)
- [9] 冀玉豪,李文杰,康兰方,等.基于空孔效应的坚硬岩石涨裂破岩力学特性研究[J].爆破,2023,40(2):53- 60.[9] JI Yu-hao,LI Wen-jie,KANG Lan-fang,et al.Research on mechanical characteristics of rigid rock spallation and fracturing rock based on empty hole effect[J].Blasting,2023,40(2):53- 60.(in Chinese)
- [10] 杨建华,孙文彬,姚池,等.高地应力岩体多孔爆破破岩机制[J].爆炸与冲击,2020,40(7):118-127.[10] YANG Jian-hua,SUN Wen-bin,YAO Chi,et al.Mechanism of rock fragmentation by multi-hole blasting in highly-stressed rock masses[J].Explosion and Shock Waves,2020,40(7):118-127.(in Chinese)
- [11] 丁晨曦,梁欣桐,杨仁树,等.高地应力巷道掏槽爆破的应力演化与损伤破裂研究[J].煤炭科学技术,2024,52(7):79- 88.[11] DING Chen-xi,LIANG Xin-tong,YANG Ren-shu,et al.Study on stress evolution and damage fracture of cut blasting in high in-situ stress roadway[J].Coal Science and Technology,2024,52(7):79- 88.(in Chinese)
- [12] 张理维,王卫华,戴怡文.基于岩石爆破损伤的炮孔布置优化研究[J].爆破,2020,37(1):32-39.[12] ZHANG Li-wei,WANG Wei-hua,DAI Yi-wen,et al.Blast hole Arrangement optimization based on rock blasting damage[J].Blasting,2020,37(1):32-39.(in Chinese)
- [13] 单仁亮,黄宝龙,高文蛟,等.岩巷掘进准直眼掏槽爆破新技术应用实例分析[J].岩石力学与工程学报,2011,30(2):224-232.[13] SHAN Ren-liang,HUANG Bao-long,GAO Wen-jiao,et al.Case studies of new technology application of quasi-parallel cut blasting in rock roadway drivage[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(2):224-232.(in Chinese)
- [14] 王怀勇,裴斌,王顺,等.光面爆破在节理裂隙发育巷道掘进中的试验研究[J].中国矿业,2019,28(S2):373-376.[14] WANG Huai-yong,PEI Bin,WANG Shun,et al.The experimental research of smooth blasting for roadway excavation with developed joint fissure[J].China Mining Magazine,2019,28(S2):373-376.(in Chinese)
- [15] 傅师贵,刘泽功,张健玉,等.高地应力下岩体控制爆破机理与损伤演化特征研究[J].采矿与安全工程学报,2024,41(4):867- 878.[15] FU Shi-gui,LIU Ze-gong,ZHANG Jian-yu,et al.Study on mechanism of controlled blasting and damage evolution of rock mass under high ground stress[J].Journal of Mining & Safety Engineering,2024,41(4):867- 878.(in Chinese)
- [16] 徐颖,顾柯柯,葛进进,等.装药不耦合系数对初始地应力下岩石爆破裂纹扩展影响的试验研究[J].爆破,2022,39(4):1-9.[16] XU Ying,GU Ke-ke,GE Jin-jin,et al.Experimental study on effect of charge decoupling coefficient on crack propagation in rock by blasting under initial in-situ stress[J].Blasting,2022,39(4):1-9.(in Chinese)
- [17] 潘勇.岩体可爆性数值分级研究[D].武汉:武汉理工大学,2013.[17] PAN Yong.Research of mass blastability numerical classification[D].Wuhan:Wuhan University of Technology,2013.(in Chinese)
- [18] 张立国.矿山爆破实用技术细节详解[M].北京:化学工业出版社,2015:28-29.
- [19] HAO Hong,WU Chong-bin,ZHOU Yong.Numerical analysis of blast-induced stress waves in a rock mass with anisotropic continuum damage models part 1:equivalent material property approach[J].Rock Mechanics and Rock Engineering,2002,35:79-94.