隧道开挖施工的爆破振动监测与控制技术

›› 2005, Vol. 26 ›› Issue (6): 964-967.

隧道开挖施工的爆破振动监测与控制技术

陈庆¹，王宏图^{1, 2}，胡国忠¹，李晓红^{1, 2}，李开学¹，庞成¹

1. 重庆大学西南资源开发及环境灾害控制工程教育部重点实验室，重庆 400044； 2. 重庆大学西南能矿资源开发利用与安全技术研究院，重庆 400044

收稿日期:2005-03-08 出版日期:2005-06-10 发布日期:2013-12-17
作者简介:陈庆，男，1972年生，工程师，重庆大学工程硕士研究生，主要从事隧道开挖施工的监测与控制技术研究方面的工作。
基金资助:
国家自然科学基金重点项目(50334060)、国家自然科学基金(50474025)、重庆市应用基础研究项目（7293）和重庆大学大学生创新基金

Monitoring and controlling technology for blasting vibration induced by tunnel excavation

CHEN Qing¹, WANG Hong-tu^{1, 2}, HU Guo-zhong¹, LI Xiao-hong^{1, 2}, LI Kai-xue¹, PANG Cheng¹

1.Key Lab for Exploitation of China Southwestern Resources ＆ the Environmental Disaster Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China； 2. Research Institute of Southwest China Energy and Mineral Resources Development & Safety Technology, Chongqing University, Chongqing 400030, China

Received:2005-03-08 Online:2005-06-10 Published:2013-12-17

摘要/Abstract

摘要： 以万松岭隧道工程开挖为研究对象，对隧道工程开挖施工爆破地震波的振动监测方法及控制技术进行了研究。通过对爆破振动监测结果的回归分析，建立了隧道工程开挖爆破振动传播的数学模型；确立了其传播衰减规律。结合工程实际，提出了修正后的爆破地震波衰减经验数学公式；经对比分析，所得爆破地震波衰减规律公式预测的质点振动速度具有较高的精度。同时，结合该隧道工程开挖爆破施工，从选择合理爆破时差、最大装药量、微差起爆、掘进进尺、预裂爆破等5个方面提出了爆破振动控制技术措施使该隧道开挖施工爆破中的地面振动速度值控制在了安全范围以内，从而确保了施工段地面建筑群的安全和该隧道工程开挖爆破作业的安全。其研究对指导隧道工程开挖爆破施工和保证地面建筑物安全起到了重要作用。

关键词: 隧道开挖, 爆破振动, 衰减规律, 控制技术

Abstract: In this paper, based on project excavation of the Wansongling tunnel, the monitoring way and controlling technology of vibration of blasting earthquake wave induced by tunnel excavation were studied. Via regression analysis for the results of monitoring on blasting vibration, the mathematical model of spread of blasting vibration induced by tunnel excavation was established; the orderliness of spread of blasting vibration was drawn. Combined the project, the empirical formula after revised of attenuation of blasting earthquake wave was put forward; Through contrasting and analyzing, the particle vibration velocity were forecasted by the orderliness formula of attenuation of blasting earthquake wave is precise relatively. At the same time, combined the excavation blasting construction of this tunnel project, the controlling technology measures of blasting vibration were put forward from the choice of the reasonable blasting time difference, the maximum charge quantity, the millisecond blasting, the excavation plan, springing blasting, so as to control the vibration velocity of ground within safety range in the process of this tunnel excavation construction, consequently the safety of ground buildings of construction segment and blasting work of this tunnel project was insured. This study will play an important role in guiding the excavation blasting construction of the tunnel project and assuring the safety of ground buildings.

Key words: tunnel excavation, blasting vibration, attenuation orderliness, controlling technology

中图分类号:

TU 457

陈庆，王宏图，胡国忠，李晓红，李开学，庞成,. 隧道开挖施工的爆破振动监测与控制技术[J]. , 2005, 26(6): 964-967.

CHEN Qing , WANG Hong-tu , HU Guo-zhong , LI Xiao-hong , LI Kai-xue , PANG Cheng,. Monitoring and controlling technology for blasting vibration induced by tunnel excavation[J]. , 2005, 26(6): 964-967.

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