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等长宽比全剪力墙结构高层楼房定向爆破拆除

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昆明市某待拆地块内有两栋长宽比近似的全剪力墙结构高层楼房通过定向爆破方式进行拆除,首先通过长臂炮机开设大角度切口,破碎切口范围内电梯井结构、外围部分剪力墙,利用人工风镐对切口范围内楼梯梯段进行预处理.其次通过合理的爆破参数设计,合理的网路延时设计,对切口范围剩余剪力墙进行钻爆.最后通过直接覆盖防护与近体防护相结合的预防爆破飞石措施,以及隔断地下室顶板等减振措施,严格控制爆破危害效应,使楼房拆除爆破安全顺利实施,可为类似工程提供参考.
Directional Blasting Demolition of Full Shear Wall Structured High-rise Building with Equal Length-width Ratio
In Kunming there are two full shear wall structured high-rise buildings with approximately equal length-width ratio in a plot to be demolished through directional blasting. Firstly, a large-angle incision was made through the long-arm gun machine, and the elevator shaft structure and the shear wall in the peripheral part were broken within the incision range. The manual air pick was used to pre-process the staircase section within the incision range. Secondly, through reasonable blasting parameter design and excellent network delay design, the residual shear wall in the notch range was blasted with the borehole-blasting method. Lastly, with the flying stones protection measures through the combination of direct coverage protection and near-body, and vibration reduction measures like cutting off the basement roof, the blasting hazard effect was strictly controlled, and the building demolition blasting was safely and smoothly implemented, which can provide reference for similar projects.

blasting demolitionblasting cutfull shear wall structureblasting hazard effects

陈鹏、郑文富、杨志红、张文龙、郑文辉

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广东中人爆破工程有限公司,广东广州 510640

湛江市矿大爆破有限公司,广东湛江 524000

爆破拆除 爆破切口 全剪力墙结构 爆破危害效应

2024

重庆建筑
重庆市建筑科学研究院

重庆建筑

影响因子:0.292
ISSN:1671-9107
年,卷(期):2024.23(3)
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