刘维柱,何子成,王引生,方向
LIU Wei-zhu~1,HE Zi-cheng~1,WANG Yin-sheng~1,FANG Xiang~2(1.Military Commissary Office of Engineering Corps,Wuhan 430000,China; 2.Engineering Institute of Engineering Corps,PLA Univ. of Sci. & Tech.,Nanjing 210007,China)

• 1:工程兵驻武汉地区军代室
• 2:工程兵驻武汉地区军代室
• 3:工程兵驻武汉地区军代室
• 4:解放军理工大学工程兵工程学院 武汉430000

摘要(Abstract)：

在减震沟开挖前后 ,于田湾核电站 2 # 核岛结构物附近进行了深孔爆破试验 ,同时进行了爆破震动监测。根据震动加速度监测结果 ,采用单自由度体系结构动力响应分析方法 ,建立了田湾核电站2 # 核岛结构物的爆破震动加速度反应谱 ,并作出了抗爆破地震设计反应谱。
Before and after excavating the vibration-reduction trench,deep-hole blasting experiments and blasting vibration monitoring were carried out in the place near to the Nuclear Power Station No2 in Tianwan.On the basis of the monitored acceleration of blasting vibration, an method for analysis of structural dynamic response of mono-freedom system was used to establish the acceleration response spectra of blasting vibration for the Nuclear Power Station No 2 in Tianwan, and the response spectra for design of vibration-resistant blasting was worked out.

关键词(KeyWords)： 核岛;深孔爆破;震动监测;震动加速度;反应谱
Nuclear reactor; Deep-hole blasting; Vibration monitoring; Vibration acceleration; Response spectra

Abstract:

Keywords:

基金项目(Foundation):

作者(Authors): 刘维柱,何子成,王引生,方向
LIU Wei-zhu~1,HE Zi-cheng~1,WANG Yin-sheng~1,FANG Xiang~2(1.Military Commissary Office of Engineering Corps,Wuhan 430000,China; 2.Engineering Institute of Engineering Corps,PLA Univ. of Sci. & Tech.,Nanjing 210007,China)

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