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爆破挤淤水中冲击波特性分析及工程监测

ANALYSIS OF CHARACTERISTIC OF SHOCK IN WATER AND ITS MONITORING IN SQUEEZING SILT BY BLASTING

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【作者】 梁向前张芳陆遐龄张永哲

【Author】 LIANG Xiang-qian~1,ZHANG Fang~2,LU Xia-ling~1,ZHANG Yong-zhe~1(1.China Institute of Water Resources and Hydropower Research,Beijing 100044,China;2.Hydraulic Engineering Bureau of Hebei Province,Shijiazhuang 050021,China)

【机构】 中国水利水电科学研究院河北省水利工程局中国水利水电科学研究院 北京100044石家庄050021北京100044

【摘要】 以具体爆破挤淤工程为例,实测了水中冲击波力学测线和保护目标处的水中冲击波压力值,分析了爆破挤淤水击波的作用特性和传播衰减规律,给出了水中冲击波的经验计算公式,提出水击波压力安全控制标准。研究结果不仅保证了重点工程的安全施工和周围建筑的安全,而且有助于丰富爆破挤淤理论,指导类似工程实践。

【Abstract】 Taking the squeezing silt project by blasting as an example,the pressure of shock in wave at measuring line and protected objects in wave is monitored in the operation.The propagation attenuation rule of blasting toe-shooting are analyzed,reaching an empirical calculation formula of shock in wave.As a result,the paper puts forward the safety control criterion of shock pressure in water for protected objects.The result not only ensured the safety of the construction and that of the surrounding buildings,but also complements the theory of squeezing silt by blasting and guides similarity engineering.

  • 【文献出处】 工程爆破 ,Engineering Blasting , 编辑部邮箱 ,2006年02期
  • 【分类号】TV5426
  • 【被引频次】11
  • 【下载频次】173
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