孟小伟;黄明利;谭忠盛;阮清林;
MENG Xiao-wei1,HUANG Ming-li1,TAN Zhong-sheng1,RUAN Qing-lin2(1.Beijing Jiaotong University,Beijing 100044,China; 2.China Railway Tunnel Group Co.Ltd.,Luoyang 471009,Henan,China)

• 1:北京交通大学
• 2:中铁隧道集团有限公司

摘要(Abstract)：

在建筑物密集且部分建筑物抗震性能差的城镇地区地下,进行浅埋隧道爆破开挖施工,只有采用减振控制爆破技术才能使地表建(构)筑物免受爆破振动的危害。以重庆在建的渝利铁路长洪岭隧道下穿江池镇区间为工程背景,针对地表民房密集、房屋抗振等级低,爆破控制标准要求严格,通过数码电子雷管和非电毫秒雷管爆破对比试验,形成数码电子雷管减振爆破技术,保证隧道安全快速通过江池镇。试验表明:数码电子雷管引起的爆破振动降低50%～60%,炮孔利用率达到98%,全断面爆破进尺控制在3m左右,不仅降低了振速,而且改善了爆破块度,还保证了施工进度。
Blasting shock absorption technology is only adopted to make surface buildings avoiding damage caused by blasting vibration,when blasting excavation of shallow-buried tunnel is constructed in the town with crowded buildings.In the blasting excavation of Changhongling tunnel under-traversing Jiangchi town at Chongqing city,according to the dense residences,the building with low resistance seismic level,and the strict blasting control standard,the blasting shock absorption technology of the digital electron detonator was form by the comparative tests between ordinary detonator and digital electron detonator,which guaranteed Chang-Hongling tunnel to pass through Jiangchi town safely.The test indicated that blasting vibration could be reduced 50%⁶0%,utilization ratio of the bore-hole reached 98%,and full-face blasting footage was about 3m by using the digital electron detonator.So the blasting shock absorption technology not only reduced vibration velocity but also improve blasting fragment and guaranteed the speed of construction.

关键词(KeyWords)： 数码电子雷管;浅埋隧道;减振控制爆破;对比试验
Digital electron detonator;Shallow-buried tunnel;Blasting shock absorption;Contrast test

Abstract:

Keywords:

基金项目(Foundation): 国家自然科学基金资助项目(50978016)

作者(Authors): 孟小伟;黄明利;谭忠盛;阮清林;
MENG Xiao-wei1,HUANG Ming-li1,TAN Zhong-sheng1,RUAN Qing-lin2(1.Beijing Jiaotong University,Beijing 100044,China; 2.China Railway Tunnel Group Co.Ltd.,Luoyang 471009,Henan,China)

参考文献(References)：

• (1)张雪亮,黄树棠.爆破地震效应.北京:地震出版社,1981.
• (2)李夕兵,凌同华,张义平,等.爆破震动信号分析理论与技术.北京:科学出版社,2009.
• (3)李夕兵,古德生,赖海辉.常规炸药与不同岩体匹配的可能途径[J].矿冶工程,1994,14(1):17-21.
• (4)Mingli Huang,Xiaowei Meng,Zhongsheng Tan.Re-search on the Blasting Shock Absorption Technology ofshallow-buried Tunnel Under-traversing the DenseHouses[J].Advanced Materials Research,2011,243-249:3546-3550.
• (5)吴腾芳,王凯.微差爆破技术研究现状[J].爆破,1997,14(1):53-57.
• (6)孟小伟.浅埋隧道下穿密集民房减震爆破技术研究[D].北京:北京交通大学硕士学位论文,2011.
• (7)熊代余,顾毅成.岩石爆破理论与技术新进展[M].北京:冶金工业出版社,2002.
• (8)刘忠卫,尤广生.精确微差延时及逐孔起爆技术在爆破实践中的应用[J].矿业工程,2003(5),37-40.
• (9)宋日.数码雷管在露天煤矿抛掷爆破技术的应用分析[J].神华科技,2010,8(1):9-11.