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冲击回波法检测混凝土结构厚度与缺陷的试验研究 被引量:17

Experimental Study on Detecting Thickness and Defects of Concrete Structure by Impact-Echo Method
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摘要 为了验证冲击回波法检测混凝土结构厚度及内部缺陷的有效性与适用性,根据实际工程中混凝土结构常见的质量缺陷特征,设计制作了一系列含有不同类型和性质缺陷以及无缺陷的混凝土模型试件,并应用冲击回波法对这些模型试件进行检测试验,据此深入研究了冲击回波方法所激发的低频应力波在混凝土介质中传播的基本特性及影响因素,并对冲击回波法检测混凝土厚度和内部缺陷的检测识别方法以及检测适用范围进行了系统的研究。试验结果表明:对于只具备单一检测面的混凝土结构检测,冲击回波法是目前最为有效的无损检测方法,在其适用范围内能够得到较好的检测结果,但是,目前该方法在测试能力上尚存在一定的局限性。 To verify the effectiveness and applicability of Impact-Echo method in detecting the thickness and internal defects of concrete structures,in this study we design defect-free concrete specimens and concrete specimens containing different types and properties of defects in line with common defects of concrete structure in practical engineering,and apply Impact-Echo method to testing these model specimens. The basic characteristics and influence factors of low frequency stress wave excited by the impact echo method are studied,and the detection techniques and application range of impact echo method are analyzed systematically. Research results show that the impact echo method is currently the most effective non-destructive testing method for concrete structures with only a single detection surface. Within its scope of application,satisfactory detection results can be achieved,yet still with some limitations in the test capability.
出处 《长江科学院院报》 CSCD 北大核心 2018年第2期125-128,134,共5页 Journal of Changjiang River Scientific Research Institute
关键词 混凝土结构 混凝土内部缺陷 冲击回波法 无损检测 模型试验 concrete structure internal defects of concrete Impact-Echo method non-destructive testing model test
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  • 1肖柏勋,刘明贵,肖文治.一种新型的工程岩体探测震源──超磁致伸缩声波发射器[J].地学前缘,1996,3(2):198-202. 被引量:11
  • 2马振波,董建雄.超声波测定混凝土结构强度及厚度[J].工程地球物理学报,2005,2(6):437-441. 被引量:12
  • 3[1]Sansalone M, Lin JM, Streett WB. Determining the depth of surface-opening cracks using impact-generated stress waves and time-of-flight techniques[J]. Materials Journal of the American Concrete Institute.1997,95(2): 12-18.
  • 4[2]Anish Kumar,Thavasimuthu M, Jayakumar T. Structural integrity assessment of ring beam of a pressurized heavy water nuclear using impact-echo technique[A].15th World Conference on Non-Destructive Testing[M/CD]. Rome: 2000.
  • 5[3]Lin Yiching, Kuo Shih-Fang, Chang Chiafeng. Use of stress waves for measuring surface-opening crack in mass concrete[A]. 15th World Conference on Non-Destructive Testing[M/CD]. Rome:2000.
  • 6[4]Sansalone M. Impact-echo: the complete story[J].ACI Structural Journal, 1997,94(6) :27-31.
  • 7[5]Sansalone M, Street William B. Impact-echo Nondestruction Evaluation of Concrete and Masonry[M].Ithach, NY: Bullbrier Press,1997.
  • 8[2]Y lin,T Lion,C M Siao.Recent developments in the impact-echo technique for nondestructive evaluation of concrete structures[C].1996,14th WCNDT.
  • 9Sansalone M,Lin JM,Streett WB Impact-Echo:Nondestructive Evaluation of Concrete and Masonry[M].Ithaca NY and Jersey Shore,PA:Bullbrier Press.1997.
  • 10Sansalone M,Lin JM,Streett WB A procedure fordetermining P-wave speed in concrete for use in impact-echo testing using a P-wave speed measurement technique[J].ACI Material Journal,1997,94(6):777.

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