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既有铁路高边坡扩堑开挖精细控制爆破技术研究

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在既有铁路营业线改造工程高陡边坡扩堑开挖中,为达到安全、高效开挖的目的,通过对爆破限制条件的分析,将大孔径宽孔距浅孔精细控制爆破技术应用于窄陡高边坡的爆破开挖,不再单独预留岩墙进行二次爆破.经过20余次爆破,该高陡边坡安全高效地完成开挖,未发生任何飞石、滚石侵线或伤人等事故,监测到的最大振动速度1.28 cm/s,达到精细控制爆破要求.该技术通过控制一次爆破的深度和边坡最外侧炮孔与边坡坡面的水平距离达到精准控制爆破破碎范围,成功控制边坡滚石的同时达到高效爆破开挖,表明在采取适当防护措施的条件下,大孔径宽孔距浅孔精细控制爆破技术可以取代通常需采用小孔径浅孔预留岩墙的低效率控制爆破技术.可为类似工程提供一定的参考和借鉴.
Controlled blasting technology for high slope excavation in existing railway expansion
The excavation of high and steep slope for cutting expansion has always been a major concern in the reconstruction of existing railway line.To achieve safe and efficient excavation,the blasting restrictions were completely analyzed,and the shallow hole blasting with large blasthole diameter and wide spacing was adopted in the excavation of narrow and steep slope,without the separately reserved rock wall for secondary blasting.After more than 20 rounds of blasting,the excavation of the high and steep slope was safely and efficiently completed,without any accidents such as flying rocks,rolling rocks invading the line,and injuring people.The maximum blasting vibration velocity monitored was 1.28 cm/s,meeting the requirements of precisely controlling blasting.This adopted technology achieves precise control of the blasting fragmentation range by controlling the single blasting height and the horizontal distance between the outermost blasthole and the slope surface.It successfully controls the rolling rocks on the slope while achieving efficient blasting excavation,indicating that the shallow hole blasting with large blasthole diameter and wide spacing can replace the inefficient shallow hole blasting that usually requires small blasthole diameter and reserved rock wall under appropriate protective measures.The results can provide certain reference and inspiration for similar projects.

controlled blastingexpanding cuttinghigh and steep slopelarge-diameter borehole

刘一伟、刘岗、宋亚东、孟海利、孙崔源、薛里、孙鹏昌、郭云龙

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北京铁科特种工程技术有限公司,北京 100081

中铁十二局集团海南工程有限公司,海口 570206

中国铁道科学研究院集团有限公司铁道建筑研究所,北京 100081

控制爆破 扩堑 高陡边坡 大孔径

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(6)