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17层剪力墙结构大楼爆破拆除

BLASTING DEMOLITION OF A 17-STOREY BUILDING IN SHEAR WALL STRUCTURE

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【作者】 周宁沈兆武周听清赵慧英李成兵崔晓荣马宏皓梅群罗勇

【Author】 ZHOU Ning,SHEN Zhao-wu,ZHOU Ting-qing,ZHAO Hui-ying,LI Cheng-bing,CUI Xiao-rong,MA Hong-hao,MEI Qun,LUO Yong(Department of Modern Mechanics,University of Science and Technology of China,Hefei 230026,China)

【机构】 中国科学技术大学力学与机械工程系中国科学技术大学力学与机械工程系 合肥230026合肥230026

【摘要】 介绍了采用控制爆破技术拆除一栋3单元17层剪力墙结构楼房的成功实例。由于环境限制,必须控制爆堆范围,采取原地坍塌与定向倒塌相结合的爆破方案;为了确保结构充分解体和减小爆堆高度,采取了层层装药的装药设计;为减小爆破危害采取孔内秒延时和孔外毫秒延时相结合的技术,将单响起爆药量降到最低。爆破后证明采用以上技术取得了非常理想的爆破效果。

【Abstract】 The paper introduced a practical example of successful demolition of a 17-storey building in reinforced conrete shear wall structure by controlled blasting.Because of restricted surroundings,the muckpile must be controlled,which suggested a blasting program combining controlled blasting with collapsing in situ should be employed.In order to ensure the vertical collapse,complete disintegration and a minimized muckpile area,some technological measures such as preliminary demolition,drilling and charging in each floor were taken,and for diminishing blasting damage,down-hole second blasting and out-hole millisecond blasting were used to reduce charge quantity in single shot.The blasting reached very ideal result and verified the technologies designed in this project.

  • 【文献出处】 工程爆破 ,Engineering Blasting , 编辑部邮箱 ,2006年03期
  • 【分类号】TU746.5
  • 【被引频次】5
  • 【下载频次】116
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