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应用地球物理  2009, Vol. 6 Issue (3): 275-286    DOI: 10.1007/s11770-009-0027-9
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灌注桩钢筋笼磁异常的定量化研究
孙斌,董平,王冲,蒲晓轩,吴永敬
南京大学地球科学与工程学院,南京 210093
Quantitative analysis of magnetic anomaly of reinforcements in bored in-situ concrete piles
Sun Bin1, Dong Ping1, Wang Chong1, Pu Xiao-Xuan1, and Wu Yong-Jing1
1. Department of Earth Sciences, Nanjing University, Nanjing 210093, China.
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摘要 本文利用数值计算方法首次定量化研究了钢筋笼的磁异常场,总结了钢筋笼的磁异常特征,重点讨论了测孔方位、桩孔距、多节钢筋笼等影响因素,并为磁法检测钢筋笼提供了定量化的参考值。通过模型桩试验,验证了理论计算的正确性,并利用理论计算所得的规律合理的对实测曲线进行了解释。结果显示:数值计算和现场试验基本吻合,通过钢筋笼Za曲线特征可以较好的判断钢筋笼长度和配筋率变化。本文的研究完善了基于磁法的钢筋笼检测方法,并可以做进一步推广。该方法也对其他构筑物内部的配筋检测有一定的指导意义。
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孙斌
董平
王冲
蒲晓轩
吴永敬
关键词应用地球物理   灌注桩   钢筋笼   磁法   定量化     
Abstract: We quantitatively study magnetic anomalies of reinforcement rods in bored in-situ concrete piles for the first time and summarized their magnetic anomaly character. Key factors such as measuring borehole orientation, borehole-reinforcement distance, and multiple-section reinforcement rods are discussed which contributes valid and quantitative reference for using the magnetic method to detect reinforcement rods. Through tests with model piles, we confirm the accuracy of theoretical computations and then utilize the law discovered in theoretical computations to explain the characteristics of the actual testing curves. The results show that the Za curves of the reinforcement rod reflect important factors regarding the reinforcement rods, such as rod length, change of reinforcement ratio, length of overlap, and etc. This research perfects the magnetic method for detecting reinforcement rods in bored in-situ concrete piles and the method has great importance for preventing building contractor fraud.
Key wordsApplied geophysics   concrete piles   reinforcement rods   magnetic method   
收稿日期: 2009-01-16;
基金资助:

本研究由江苏省交通科学研究计划项目(编号:05Y015)资助。

引用本文:   
孙斌,董平,王冲等. 灌注桩钢筋笼磁异常的定量化研究[J]. 应用地球物理, 2009, 6(3): 275-286.
SUN Bin,DONG Ping,WANG Chong et al. Quantitative analysis of magnetic anomaly of reinforcements in bored in-situ concrete piles[J]. APPLIED GEOPHYSICS, 2009, 6(3): 275-286.
 
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