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相位法在锚杆锚固质量分析中的应用研究 被引量:3

Application research on phase method in analysis on bolt′s anchorage quality
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摘要 目前国内锚杆领域的检测,都是基础理论加现场经验来进行判断。理论方面,主要依靠应力波方法,在此基础上推导波动方程。生产中该法已得到了广泛应用,并将理论公式推导、波形验证分析等手段相结合,进行了现场实验分析。同时,在Hilbert变换瞬时相位理论的基础上,对相位曲线进行分析,将相位法应用于锚杆锚固质量分析,判断锚杆的长度和饱满度,同时,也得出了相位法在锚杆锚固质量分析中的应用研究曲线。上述结论在工程实验中进行了验证,也在实际中得到了推广。 At present,the detection of domestic bolt field is based on the basic theory and field experience.In theory,the wave equation is derived based on the stress wave method.This method has been widely used in production,and the field experiment analysis has been carried out by combining theoretical formula derivation and waveform verification analysis.At the same time,on the basis of Hilbert transform instantaneous phase theory,the phase curve was analyzed,and the phase method was applied to the quality analysis of anchor bolt to judge the length and plumpness of the bolt.At the same time,the application research curve of phase method in the analysis of bolt anchoring quality was also obtained.The above conclusions have been verified in engineering experiments,and have been popularized in practice.
作者 余信江 刘克勤 陈华 Yu Xinjiang;Liu Keqin;Chen Hua(Institute of Engineering Safety and Disaster Prevention,Yangtze River Scientific Research Institute,Wuhan 430100,China;Geophysics and Oil Resources Institute,Yangtze University,Wuhan 430100,China;Wuhan Changda Geophysical Science and Technology Co.,Ltd.,Wuhan 430100,China)
出处 《能源与环保》 2020年第7期212-215,共4页 CHINA ENERGY AND ENVIRONMENTAL PROTECTION
关键词 应力波 锚杆锚固长度 HILBERT变换 相位法 stress wave bolt anchor length Hilbert transform phase method
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