期刊文献+

超声成像法在桥梁预应力管道注浆质量检测中的应用 被引量:16

Ultrasonic Imaging Methods for Grouting Faults Investigation of Post-tensioned Concrete Structures
下载PDF
导出
摘要 超声检测是混凝土无损检测技术中的一个重要方法,当预应力管道中存在注浆不密实的区域时,可以根据混凝土中超声波的传播速度、频率、波形、振幅等参数,进行缺陷的定性识别;然后再利用测量数据进行合成孔径聚焦成像(SAFT),对缺陷的位置及大小进行定量判断。 Ultrasonic testing is an important method of concrete nondestructive testing technology. When the not dense region is presented in the pre-stressed pipes, the defects could be qualitatively iden- tified based on the parameters such as the propagation of the velocity, frequency, waveform, amplitude and so on. Using the synthetic focus technology to get the images of the measured datas, and then the lo- cation and the size of the defects could be quantitatively determined.
出处 《公路工程》 北大核心 2012年第5期168-171,共4页 Highway Engineering
关键词 桥梁 预应力管道 注浆缺陷 超声波 合成聚焦成像 bridge pre-stressed tendon ducts grouting faults Ultrasonic synthetic focus tech-nology
  • 相关文献

参考文献18

  • 1徐维超..超声红外热波无损检测技术应用于裂纹检测的研究[D].首都师范大学,2008:
  • 2梅林,陈自强,王裕文,于德弘.脉冲加热红外热成像无损检测的有限元模拟及分析[J].西安交通大学学报,2000,34(1):66-70. 被引量:36
  • 3David G. Pollock Kenneth J. Duouis Benjamin Lacour Karl R. Olsen. Detection of Voids in Prestressed Concrete Bridges using Thermal Imaging and Ground-Penetrating Radar[ Z]. wa-rdTl7.1, December 2008. 被引量:1
  • 4安琳,郑亚明.后张预应力混凝土结构灌浆空洞X射线无损检测的试验研究[J].公路交通科技,2008,25(1):92-97. 被引量:13
  • 5H.K. Chai, D.G. Aggelis, S. Molokai, Y. Single-side access tomography for evaluating interior defect of concrete[ J ] . Construction and Building Materials,24 (2010) 2411 -2418. 被引量:1
  • 6H. Zhan, K. Belli, S. Wadia Fascistic and C. Bapp port. Effectiveness of 2D FDTD Ground Penetrating Radar Modeling for Bridge Deck Deterioration Evaluated by 3D FDTD[ Z]. Y. Tinkey, L. D. Olson, H. Wiggen.hauser. Concrete Bridges and Other Structures. Materiality Evaluation. 2005. 被引量:1
  • 7Y. Tinkey, L. D. Olson, H. Wiggen.hauser. Concrete Bridges and Other Structures. Materiality Evaluation. 2005. Doyle J. Webb, Nell L. Anderson, Tim Newton Steve Cardlmona [ Z ]. Bridge scour: Application of ground penetrating radar. 被引量:1
  • 8l~ani HAMBOUCHE, Giles KLYSZ, Jean-Pierre BALAYSSAC. Numerieal modeling of ground-penetrating radar (GPR) for the in- vestigation of jointing defects in brick masonry structures. NDT- CE'09; Non-Destruetive Testing in Civil Engineering Nantes[Z], Franee, June 30th-Julv 3rd. 2009. 被引量:1
  • 9姚华..扫描式冲击回波法检测后张预应力管道内缺陷的模型试验研究[D].重庆交通大学,2008:
  • 10Magsaysay OHTSU, Masahiko YAMADA and Yoko NAKAI. I- dentification of ungrouped tendon duct in pres-stressed concrete by $1BIE. NDTCE ' 09, Non-Destructive Testing in Civil Engi- neering Nantes[ Z]. France, 2009. 被引量:1

二级参考文献60

共引文献138

同被引文献62

引证文献16

二级引证文献36

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部