摘要
待爆楼体为全剪力墙结构,墙壁厚均为0.2m,是专门为试验电梯所建造。在施工过程中,根据楼体的特点,严格控制各种爆破参数,选取了最佳的旋转轴,有效地控制了楼体的后坐,达到了预期的爆破效果。
The whole structure of the building to be blasted is shear wall, and the wall thickness is 0.2 meters. It was specially constructed for testing elevators. In the blasting construction process, according to the features of building, blasting parameters were strictly controlled, the best rotating axis was selected, and back collapse was effectively controlled. The anticipated blasting effect was achieved.
出处
《工程爆破》
北大核心
2013年第1期74-76,共3页
Engineering Blasting
关键词
爆破拆除
剪力墙结构
定向倾倒
控制爆破
Blasting demolition
Shear wall structure
Directional collapse
Controlled blasting
