Disjoint Bidirectional Folding Blasting Demolition of Harbin Longhai Building
According to the fact that the blasting site is surrounded in three sides by buildings and one side by main street called Zhongshan Road, for the protection of the surrounding residential building, office building, all kinds of facilities and underground pipeline, the prior cutting two parts and bidirectional folding blasting demolition project were taken in pulling down Harbin Longhai Building. Blasting cuts were designed respectively in floors 1 and 2, floors 4 and 5, floors 9 and 10. The collapse direction and ruins height were controlled through the reasonable design of blasting parameters and the key parts pretreatment In addition, the blasting parameters and the detonating network were optimized by test blasting before the demolition. The perfect blasting had achieved through some security measures such as drilling short-ship medicine and delay blasting technique for con-troling blasting vibration damping, pre-forming protection damping ditch for controlling buildings collapsing vibration, taking protective walls for controlling blasting flyrock, building sprinkling for controlling blasting dust and other security measures before the blasting and security checking after blasting.
XU Liren
Jilin Huasheng Blasting Engineering Limited Corp, Changchun, 130000, China
国际会议
厦门
英文
337-341
2011-08-10（万方平台首次上网日期，不代表论文的发表时间）