温尊礼;韩文红;徐全军;
WEN Zun-li1,HAN Wen-hong1,XU Quanjun2 (1.Nanjing Construction Limited Company of Nuclear Industry,Nanjing 210002,China;2.Engineering Institute of Engineering Corps,PLA University of Sci.& Tech.,Nanjing 210007,China)

• 1:核工业南京建设有限公司
• 2:核工业南京建设有限公司
• 3:解放军理工大学工程兵工程学院 南京210002
• 4:南京210002

摘要(Abstract)：

在分析170次爆破振动监测结果的基础上,发现采用以往的经验公式来预报爆破振动峰值,会有一定量的超标现象。于是提出了比例药量爆破振动控制方法,通过工程检验后取得了良好的爆破振动控制效果。该成果对其他核电站的爆破振动控制具有一定的指导意义。
In this paper,based on the vibration monitoring results from 170 shots,the fact that the value of peak amplitude of ground vibration predicted by normal formula often exceed by real monitoring data was discovered.A method of scaled charge vibration control was presented in this paper.Good vibration control achievement has been reached in the operation of the blasting.This achievement can also be a guide to the ground vibration control of other nuclear power plant.

关键词(KeyWords)： 基坑开挖;爆破振动;比例药量;核电站
Excavation of foundation pit;Blasting vibration;Scaled charge;Nuclear power plant

Abstract:

Keywords:

基金项目(Foundation):

作者(Authors): 温尊礼;韩文红;徐全军;
WEN Zun-li1,HAN Wen-hong1,XU Quanjun2 (1.Nanjing Construction Limited Company of Nuclear Industry,Nanjing 210002,China;2.Engineering Institute of Engineering Corps,PLA University of Sci.& Tech.,Nanjing 210007,China)

参考文献(References)：

• (1)张雪亮.爆破地震效应[M].北京:地震出版社,1981.
• (2)郭进平,聂兴信.新编爆破工程使用技术大全[M].北京:光明日报出版社,2002.
• (3)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.
• (4)姚文生.三门核电土石方工程中深孔爆破法的应用[J].工程爆破,2004,10(3):76-78.