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5万m~2地下特大型支撑爆破拆除
引用本文:张冲,黄树峰.5万m~2地下特大型支撑爆破拆除[J].工程爆破,2006,12(1):39-41,10.
作者姓名:张冲  黄树峰
作者单位:浙江绍兴光明爆破工程有限公司,浙江绍兴,312000
基金项目:致谢:本次工程的设计和施工得到了颜事龙教授的帮助和指导,在此深表感谢!
摘    要:介绍了在复杂环境下爆破拆除一地下特大钢筋混凝土支撑的技术难点。由于合理选取爆破参数,采取孔内高段、孔外低段毫秒微差起爆网路,安全防护采取覆盖、近体、保护性三种措施,有效地阻止了飞石对周围建筑物的损害,并对爆破可能产生的危害进行了科学验算,最后分多次爆破圆满完成拆除任务。

关 键 词:特大型支撑  爆破拆除  爆破参数  起爆网路
文章编号:1006-7051(2006)01-0039-03
收稿时间:2005-09-26
修稿时间:2005年9月26日

BLASTING DEMOLITION OF A FIFTY-THOUSAND-CENTIARE UNDERGROUND OUTSIZE UNDERPROP
ZHANG Chong,HUANG Shu-feng.BLASTING DEMOLITION OF A FIFTY-THOUSAND-CENTIARE UNDERGROUND OUTSIZE UNDERPROP[J].Engineering Blasting,2006,12(1):39-41,10.
Authors:ZHANG Chong  HUANG Shu-feng
Abstract:This in detail. Based on by the adoption of the three effective tion. The fly rock operations. paper introduced the blasting of an underground outsize underprop in complicated conditions the calculation of the possible harm to the surrounding buildings, the blasting was performed the selected reasonable blasting parameters, the designed millisecond detonating network and protecting measures, namely covering protection, indirect protection and conservative protecwas effectively blocked. The demolition was successfully finished by using multbstage blasting
Keywords:Outsize underprop  Blasting demolition  Blasting parameters  Detonating network
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