工程爆破

2010, v.16;No.62(04) 51-54+25

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20层剪力墙结构大楼定向与双向折叠爆破拆除
DEMOLITION OF 20-STOREY BUILDING WITH SHEAR WALL STUCTURE BY DIRECTIONAL AND BIDIRECTIONAL FOLDING BLASTING

高主珊,孙跃光,张春玉,罗忠庆,章东耀,孟国良
GAO Zhu-shan1,SUN Yue-guang1,ZHANG Chun-yu1,LUO Zhong-qing2,ZHANG Dong-yao3,MENG Guo-liang3(1.Jinan Huanghe Blasting Engineering Co.

摘要(Abstract):

介绍了采用定向爆破和双向折叠爆破技术成功拆除20层剪力墙结构楼房的工程实例。详细论述了爆破切口设计、炮孔和装药参数、炮孔布置、预处理、起爆网路和起爆顺序,以及爆破安全分析和安全防护措施。总结分析了工程施工过程中的经验与教训及几点体会,为类似工程提供参考。
The practical example of successful demolishing 20-storey building with shear wall structure by directional and bidirectional folding blasting was introduced.Besides,design of the blasting-cut,parameters of blast-hole and charges,blast-hole layout,pretreatment of blasting-cut,priming circuit and blasting sequence,analysis of blasting safety and security measure were detailedly discussed.Experience and lessons about this project were summarized and analyzed.The paper provides reference for the similar project.

关键词(KeyWords): 爆破拆除;高层建筑;定向爆破;双向折叠爆破
Blasting demolition;High building;Directional blasting;Bidirectional folding blasting

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作者(Author): 高主珊,孙跃光,张春玉,罗忠庆,章东耀,孟国良
GAO Zhu-shan1,SUN Yue-guang1,ZHANG Chun-yu1,LUO Zhong-qing2,ZHANG Dong-yao3,MENG Guo-liang3(1.Jinan Huanghe Blasting Engineering Co.

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