150m高烟囱爆破拆除振动测试Monitoring on Vibration caused by Explosive Demolition of 150 Meters Height Chimney
唐春海,张永哲,梁向前
摘要(Abstract):
在包头第三热电厂150 m钢筋混凝土烟囱爆破拆除工程中,测量了爆破缺口内炸药爆炸和烟囱倒塌触地引起的地面质点振速和主振频率。经分析得出结论:在烟囱等高耸建筑物的爆破倒塌过程中,炸药爆炸产生的振动强度小于烟囱倒塌触地引起的振动强度;(构)筑物落地冲击振动的频率一般比爆破引起的振动频率要低;铺设缓冲材料、挖减振沟等措施可减小触地冲击引起的地面振动强度。
关键词(KeyWords): 烟囱;拆除爆破;振动监测
基金项目(Foundation):
作者(Author): 唐春海,张永哲,梁向前
参考文献(References):
- [1]GB6722—2003爆破安全规程[S].北京:中国标准出版社,2004.
- [2]于亚伦.工程爆破理论与技术[M].北京:冶金工业出版社,2004.
- [3]朴志友,崔正荣,赵明生,等.120m砼烟囱拆除振动测试与分析[J].爆破,2008,25(1):79-81.[3]PIAO Zhi-you,CUI Zheng-rong,ZHAO Ming-sheng,etal.Monitoring and analysis of impact vibration caused bydemolishing a 120 m-high chimney[J].Blasting,2008,25(1):79-81.(in Chinese).
- [4]王兴雁,张可玉,周方毅.黄岛热电厂152.8m高烟囱拆除爆破振动测试[J].工程爆破,2007,13(1):59-61.[4]WANG Xing-yan,ZHANG Ke-yu,ZHOU Fang-yi.Vi-bration test in blasting demolition of a 150.8 m-highchimney in huangdao power plant[J].Engineering Blas-ting,2007,13(1):59-61.(in Chinese).
- [5]郭涛,毛益明,杨力,等.减振沟对爆破振动加速度峰值减振效应的试验研究[J].工程爆破,2010,16(2):76-78.[5]GUO Tao,MAO Yi-ming,YANG Li,et al.Experimentalstudy on damping effect of damping ditch on peak value ofblasting[J].Engineering Blasting,2010,16(2):76-78.(in Chinese)
- [6]罗先南,方向,谭雪刚,等.180m烟囱爆破拆除减振技术与振动分析[J].爆破,2009,26(2):92-95.[6]LUO Xian-nan,FANG Xiang,TAN Xue-gang,et al.Vi-bration reduction technique and vibration analysis of de-molishing blasting of 180 m chimney[J].Blasting,2009,26(2):92-95.(in Chinese)