15层大楼爆破拆除技术探讨BLASTING DEMOLITION OF A 15-STOREY BUILDING
马宏昊,沈兆武,徐斌,蒋耀港,廖学燕
MA Hong-hao,SHEN Zhao-wu,XU Bin,JIANG Yao-gang,LIAO Xue-yan(Modern Mechanics Department
摘要(Abstract):
介绍了采用大切口、延时起爆的控制爆破技术拆除了一栋15层剪力墙结构楼房的成功实例。为确保楼体结构充分解体,采用定向倒塌和多节点爆破技术,并对大楼进行了充分的预处理;为减小爆破危害,采取了多段延时爆破技术和安全防护措施,将单次起爆药量降到最低。爆破后证明采用以上技术取得了理想的爆破效果。
A practical example of using big size blasting cut and operated with millisecond controlled blasting technique to realize successful demolition of a 15-storey building was discussed in this paper.For ensuring complete collapse of the building structure,directional collapse and multi-node blasting technique,which were supported by considerate pretreatment of the building,were employed.And for minimizing blasting risk,multi-millisecond operations cooperated with safety prevention measures were adopted.The blasting saw a perfect demolition result and proved the correctness of its employed techniques.
关键词(KeyWords):
楼房;爆破拆除;延时起爆;预处理;定向倒塌;节点爆破
Building;Blasting demolition;Delay initating;Pretreatment;Directional collapse;Node blasting
基金项目(Foundation):
作者(Author):
马宏昊,沈兆武,徐斌,蒋耀港,廖学燕
MA Hong-hao,SHEN Zhao-wu,XU Bin,JIANG Yao-gang,LIAO Xue-yan(Modern Mechanics Department
参考文献(References):
- (1)马宏昊,沈兆武,周听清,等.5层钢筋混凝土框架楼房爆破拆除[J].工程爆破,2006,12(4):44-46.
- (2)周宁,沈兆武,周听清,等.17层剪力墙结构大楼爆破拆除[J].工程爆破,2006,12(3):53-55.
- (3)张翠兵,张承珍,邓志勇,等.11层钢筋混凝土框架楼房爆破拆除[J].工程爆破,2003,9(2):30-32.
- (4)尤如海,王宗起.14层框架办公楼控制爆破拆除[J].工程爆破,2005,11(4):61-63.
- (5)吴仲雄,程贵海,胡运金,等.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)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.
- (7)朱朝详,吴岩,崔允武.十四层框架结构办公楼的爆破拆除[J].工程爆破,2007,13(3):59-61.
- (8)周家汉.建筑物爆破拆除塌落振动速度计算公式的讨论和应用[A].中国爆破新技术[M].北京:冶金工业出版社,2008:727-732.
- 楼房
- 爆破拆除
- 延时起爆
- 预处理
- 定向倒塌
- 节点爆破
Building - Blasting demolition
- Delay initating
- Pretreatment
- Directional collapse
- Node blasting