高主珊;娄元刚;刘松岭;
GAO Zhu-shan1,LOU Yuan-gang2,LIU Song-ling3(1.Jinan Yellow River Blasting Engineering Co.,Ltd.,Jinan 250022,China;2.Jinan Police Station Public Security Section,Jinan 250000,China;3.Shandong Great-wall Blasting Engineering Co.,Ltd.,Jinan 250002,China)

• 1:济南黄河爆破工程有限责任公司
• 2:济南市公安局治安支队二大队
• 3:山东长城爆破工程有限责任公司

摘要(Abstract)：

上面是钢筋混凝土罐体、下面是框架支撑的料仓类建筑物,由于自重过大,定向倒塌时往往会发生严重的坐塌和后坐现象。本文通过济钢焦化厂连体群仓爆破实践,介绍了中排立柱爆破切口二次形成和在后排立柱根部安装"防后坐钢支架",防止了坐塌和后坐的成功做法,可供类似工程参考和借鉴。
The top of the subject is reinforced concrete silos and the bottom is built to be frame-braced storages.Owing to its too heavy self-weight,critical vertical collapse and recoil usually occurs in directional blasting.The author introduces methods of second formation of blasting notch on the central pillars and installation of anti-recoil bracket on the rear pillars to avoid vertical collapse and strength of push-back.The work done in this paper is of reference value to the similar engineering.

关键词(KeyWords)： 连体群仓;定向爆破;后坐;爆破切口;防后坐措施
Connected silos;Directional blasting;Recoil;Blasting notch;Anti-recoil measure

Abstract:

Keywords:

基金项目(Foundation):

作者(Authors): 高主珊;娄元刚;刘松岭;
GAO Zhu-shan1,LOU Yuan-gang2,LIU Song-ling3(1.Jinan Yellow River Blasting Engineering Co.,Ltd.,Jinan 250022,China;2.Jinan Police Station Public Security Section,Jinan 250000,China;3.Shandong Great-wall Blasting Engineering Co.,Ltd.,Jinan 250002,China)

参考文献(References)：

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• (3)杨年华,张志毅,张嘉林.大型连体筒仓拆除爆破技术[J].工程爆破,2003,9(3):25-28.
• (4)高金石,付建秋.上重偏心框架结构定向倒塌控爆实例分析[A].工程爆破文集第六辑[C].深圳:海天出版社,1997,233-237.