龙滩水电站左岸导流洞爆破振动测试与控制研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
通过对龙滩水电站左岸导流洞爆破开挖振动进行观测、分析和处理,得到了该导流洞爆破开挖振动传播衰减经验公式。根据该水电站导流洞的特点,提出了爆破振动破坏标准,由经验公式和破坏标准,得出了该导流洞新浇混凝土支护区爆破安全控制参量。分析了爆破地震的特点,结合该水电站导流洞的爆破实际,建议了该导流洞相应的爆破降震措施。从工程实施的实际效果看,本文的研究成果与结论获得了较好的应用效果,保证了该工程爆破施工的顺利完成。
The blasting vibration of the left spillway tunnel at Longtan Hydropower Station is observed,analyzed and processed.The decay experience formula of the blasting earthquake ground motion is found.According to the features of the spillway tunnel at Longtan Hydropower Station,its damage standards of blasting vibration are established.On the basis of the decay experience formula and damage standards,the blasting safety control parameters of new cast-in-situ concrete of the underground chamber are gained.In the end,in the light of construction characteristics of the spillway tunnel,the control measures of the blasting are proposed.The construction effects of the project indicated that the research achievements of this paper may be well applied in the project,and the blasting of the project was smoothly finished.
引文
[1]GB 6722-2003爆破安全规程[S].北京:中国标准出版社,2004.
    [2]SL-94水工建筑物岩石基础开挖工程施工技术规范[M].北京:水利电力出版社,1995.
    [3]顾毅成.爆破工程施工与安全[M].北京:冶金工业出版社,2004.
    [4]于亚伦.工程爆破理论与技术[M].北京:冶金工业出版社,2004.
    [5]钱七虎,陈士海.爆破地震效应[J].爆破,2004,21(2):1-5.
    [6]谢全敏.管槽开挖控制爆破[J].爆破,1996,13(1):37-39.
    [7]谢全敏,程康,祝文化.混合建筑物沿纵向爆破拆除技术[J].爆破,1997,14(4):71-73.
    [8]许红涛,卢文波.几种爆破震动安全判据[J].爆破,2002,19(3):8-10.
    [9]谢全敏,夏元友.龙滩水电站蠕变体边坡爆破震动控制研究[J].岩石力学与工程学报:2003,22(11):1929-1932.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心