Research on Sleeve Grouting Density Detection Based on the Impact Echo Method

被引:0
|
作者
Zhang P. [1 ]
Li Y. [1 ]
Zhu X. [1 ]
Xu S. [1 ]
Guan P. [1 ]
Liu W. [2 ]
Guo Y. [2 ]
Wang H. [2 ]
机构
[1] School of Civil Engineering, Zhengzhou University, Zhengzhou
[2] Xixi Expressway Construction Co., Ltd., Nanyang
来源
基金
中国国家自然科学基金;
关键词
grouted defect; impact echo method; Prefabricated building; steel grouting sleeve; wavelet packet energy;
D O I
10.32604/sdhm.2024.046986
中图分类号
学科分类号
摘要
Grouting defects are an inherent challenge in construction practices, exerting a considerable impact on the operational structural integrity of connections. This investigation employed the impact-echo technique for the detection of grouting anomalies within connections, enhancing its precision through the integration of wavelet packet energy principles for damage identification purposes. A series of grouting completeness assessments were meticulously conducted, taking into account variables such as the divergent material properties of the sleeves and the configuration of adjacent reinforcement. The findings revealed that: (i) the energy distribution for the high-strength concrete cohort predominantly occupied the frequency bands 42, 44, 45, and 47, whereas for other groups, it was concentrated within the 37 to 40 frequency band; (ii) the delineation of empty sleeves was effectively discernible by examining the wavelet packet energy ratios across the spectrum of frequencies, albeit distinguishing between sleeves with 50% and full grouting density proved challenging; and (iii) the wavelet packet energy analysis yielded variable detection outcomes contingent on the material attributes of the sleeves, demonstrating heightened sensitivity when applied to ultrahigh-performance concrete matrices and GFRP-reinforced steel bars. © 2024 Tech Science Press. All rights reserved.
引用
收藏
页码:143 / 159
页数:16
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