微倾坍塌爆破拆除框架结构厂房
ENGINEERING BLASTING(2002)
Abstract
高约23m的待拆厂房,其一侧位于须保护厂房的两根立柱之间,相距仅50cm.另一侧8.5m之外也是须保护的厂房.在此复杂条件下,采用了先使厂房微倾斜尔后定向倒塌的方案.通过合理确定整体微倾角度、柱底破坏高度、微差时间和孔网参数,成功地爆破拆除了框架结构厂房,被保护的建筑物未受任何影响.
MoreAI Read Science
Must-Reading Tree
Example
![](https://originalfileserver.aminer.cn/sys/aminer/pubs/mrt_preview.jpeg)
Generate MRT to find the research sequence of this paper
Chat Paper
Summary is being generated by the instructions you defined