摘要
沈阳夏宫主体建筑是由直径75 m的双半球型网架结构构成,建筑面积24 519.42 m2;附属综合楼为6层框架结构,建筑面积4 045 m2。采用等间隔微差爆破方法,对夏宫主体建筑进行原地坍塌和对附属综合楼向西定向倾倒爆破拆除,取得了预期的爆破效果。
The main construction of Shenyang Xiagong Palace is 75 m in diameter of two-hemisphere-based net- work structure and consists of 24 519.42 m2 construction area;subsidiary is six-storey complex of framework structure with construction area of 4 045 m2. MS Interval deley blasting was used, the main building of the Palace was to be in- situ collapse and the west subsidiary was designed to be dumping to the west to obtain the desired blasting effect.
出处
《爆破》
CSCD
北大核心
2009年第3期50-53,共4页
Blasting
关键词
原地坍塌
爆破拆除
沈阳夏宫
附属综合楼
collapse subsidiary
blasting
Shenyang Xia Gong
complex in-situ
