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Disjoint Bidirectional Folding Blasting Demolition of Harbin Longhai Building

机译:哈尔滨龙海大厦的脱位双向折叠爆破爆破

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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.
机译:根据爆破部位被建筑物和主街的一侧被建筑物包围的事实,为中山路,为保护周围的住宅建筑,办公楼,各种设施和地下管道,先前切割两部分并采取双向折叠爆破拆除项目在拉下哈尔滨龙海大厦。爆破切割分别设计在楼层1和2,楼层4和5,楼层9和10中。通过合理的爆破参数和关键部件预处理的合理设计控制坍塌方向和废墟高度,爆破参数和爆炸通过在拆除之前进行爆破进行了优化了网络。通过一些安全措施,如钻孔短船医学和延迟爆破技术,用于控制爆破振动阻尼,用于控制建筑物的预成型保护阻尼沟,采用防护墙控制爆破鸟,建筑物洒水的防护墙用于在爆破后控制爆破粉尘和其他安全措施,爆破后的安全检查。

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