摘要
介绍了济南一座11层框剪结构大厦的爆破拆除。该大楼高宽比小、稳定性高,首先通过人工预处理被分为两个独立的建筑,然后采用控制爆破使它们分别向不同的方向倒塌。文中讨论了爆破拆除方案的比较和选择,较详细地论述了承重立柱破坏高度的设计计算、爆破参数的确定、装药结构和起爆网路。同时,用照片说明了对不同断面形状的立柱进行试爆的效果。此外,还对预处理和安全措施作了简要的介绍。
Demolition of an 11storeyed building with frameshear wall structure by controlled blasting is introducedThis building has small heighttospan ratio and high stabilityFirstly,the building is divided into two separate constructions through manual pretreatment,then making two constructions collapsing to different directions respectivelyIn this paper,the comparison and selection of blasting schemes are discussed,and the calculation of blasting cut height,the determination of blasting parameters,charging structure and priming network are expounded in detailAt the same time,the results of trial blasts for bearing posts with various section shapes are illustrated using a few photosBesides,The pretreatment and safety precautions are briefly presented
出处
《工程爆破》
2002年第4期36-42,共7页
Engineering Blasting
关键词
框剪结构大厦
控制爆破
爆破拆除
双向倒塌
PVC爆破筒
爆破设计
Frame-shear wall structure
Blasting demolition
Double-direction collapsing
Controlled blasting
PVC blasting cartridge