首页|宽孔距爆破技术在大断面硬质岩石隧洞开挖中的应用

宽孔距爆破技术在大断面硬质岩石隧洞开挖中的应用

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在乌干达卡鲁玛水电站尾水隧洞开挖施工中,为了解决大断面硬质岩石隧洞开挖炮孔数量多、钻孔时间长、施工进度慢等问题,实际施工中调整了隧洞爆破布孔思路,改变了传统布孔方式,提出了"隧洞开挖宽孔距布孔"的理念.通过一系列爆破试验,成功将原设计上台阶开挖炮孔数量 246 个减少到 181 个,有效降低了炮孔数量,实现了快速掘进.试验表明:在大断面硬质岩石隧洞开挖中,通过采用宽孔距爆破技术,炮孔数量降低了 26.42%,有效缩短了钻孔时间,加快了开挖单循环速度,最终实现了主洞上层开挖单面月进尺 230.2m(开挖断面 102.02 m2),为同类隧洞的开挖提供了经验.
Application of wide-space blasting technology during the excavation in large-section hard rock tunnel
During the tunnel excavation works in Tailrace Tunnel of Karuma HPP Project,Uganda,in order to solve the problems of large section hard rock tunnel excavation,such as large number of bore holes,long drilling time and slow construction progress,we adjusted the idea of tunnel blasting layout in actual construction,changed the traditional layout method,and proposed the concept of "wide-space bore hole layout method for tunnel excavation".Through a series of blasting tests,we successfully reduced the number of top bench excavation bore holes in the original design from 246 to 181,effectively reduced the number of bore holes and achieved rapid excavation.The test shows that in the excavation of large section hard rock tunnel,by using wide-space blasting technology,the number of bore holes was reduced by 26.42%,effectively shortening the drilling time and speeding up the single cycle of excavation,finally achieving a good result of 230.2 m(excavation section 102.02 m2)of monthly progress on one side of the top bench excavation of the main tunnel.

tunnel excavationhard rockwide-space disposal bore holepilot study

杨玉银、杨仕杰、张艳如、黄浩、苑庆森

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中国电建市政建设集团有限公司,天津 300384

四川大学锦城学院,成都 611731

隧洞开挖 硬质岩石 宽孔距布孔 试验研究

2024

工程爆破
中国工程爆破协会

工程爆破

CSTPCD北大核心
影响因子:0.848
ISSN:1006-7051
年,卷(期):2024.30(1)
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