齐世福;刘定;谭雪刚;薛峰松;
QI Shi-fu,LIU Ding,TAN Xue-gang,XUE Feng-song(Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007,China)

• 1:解放军理工大学工程兵工程学院
• 2:解放军理工大学工程兵工程学院
• 3:解放军理工大学工程兵工程学院
• 4:解放军理工大学工程兵工程学院 南京210007

摘要(Abstract)：

采用定向控制爆破拆除22层钢筋混凝土框筒结构办公楼。介绍了爆破方案、爆破部位、破坏高度和破坏程度,以及倾倒可靠性校核;同时,阐述了炮孔装药参数、装药结构、起爆顺序和网路。实践证明,要降低高层框筒结构定向倒塌带来的触地振动危害,采用分组延时爆破、铺设缓冲层和开挖减震沟是有效的。
A 22-storey office building with reinforced frame and tube structure was demolished by directional controlled blasting.In this paper,the blasting scheme,the position,height and extent of blasting pretreatment and stability check of tipping reliability were expatiated.Besides,the parameters of blast-hole and charges,blast-hole layout charge structure,blasting sequence and priming circuit were presented.The blasting practice proved that it was useful for a remarkable reduction of the ground vibration resulted from the collapsing of the frame and tube structure by using delay blasting,and laying a vibration-damped and excavating a vibration-separated ditch.

关键词(KeyWords)： 框筒结构楼房;定向爆破;拆除爆破;预处理
Frame and tube structure building;Directional blasting;Demolition blasting;Pretreatment

Abstract:

Keywords:

基金项目(Foundation):

作者(Authors): 齐世福;刘定;谭雪刚;薛峰松;
QI Shi-fu,LIU Ding,TAN Xue-gang,XUE Feng-song(Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007,China)

参考文献(References)：

• (1)齐世福.军事爆破工程设计与运用[M].南京:解放军理工大学工程兵工程学院,2002.
• (2)叶序双.爆炸作用基础[M].南京:解放军理工大学工程兵工程学院,1991.
• (3)中华人民共和国标准.爆破安全规程(GB6722-2003)[S].北京:中国标准出版社,2004.
• (4)齐世福,胡良孝,李尚海.17层综合办公大楼定向爆破拆除[J].工程爆破,2003,9(3):29-33.
• (5)吴仲雄,程贵海,胡运金,谭海文.15层办公大楼拆除定向爆破设计与施工[J].工程爆破,2004,10(1):30-34.
• (6)于亚伦.工程爆破理论与技术[M].北京:冶金工业出版社,2004.