摘要
根据待拆除的大跨度砖混框架结构特点和周围环境条件 ,设计采用基本原地倒塌稍向前倾、提高后部爆破高度的爆破方案 ,保护其后部两侧的平房 ,通过精心设计和施工 ,达到了预期的效果。
In accordance with the characteristics of long span brick concrete framed building and conditions in surroundings.The blasting program of collapsing in situ while front tipping and raising the height of the rear blasting was adopted to protect the single storey house behind building.The implementation effectiveness is satifactory.
出处
《爆破》
CSCD
2001年第3期42-43,共2页
Blasting
