RESEARCH ON NONDESTRUCTIVE TESTING OF GROUTING SLEEVE MEMBERS BY ULTRASONIC TOMOGRAPHY

QU Ming; SHAO Zhiwei; ZHAO Weitao; CHA Xiaoxiong

doi:10.13204/j.gyjzG21020316

Volume 51 Issue 9

Jan. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2021 > 51(9): 207-215

HUANG Min, DUAN Jingmin, MAO Qingchao, WANG Jiakai. SEISMIC DYNAMIC RESPONSE ANALYSIS OF TWIN TUNNELS WITH DIFFERENT LINING STIFFNESS IN MOUNTAINS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(7): 39-46,63. doi: 10.13204/j.gyjzG21040603

Citation:

QU Ming, SHAO Zhiwei, ZHAO Weitao, CHA Xiaoxiong. RESEARCH ON NONDESTRUCTIVE TESTING OF GROUTING SLEEVE MEMBERS BY ULTRASONIC TOMOGRAPHY[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 207-215. doi: 10.13204/j.gyjzG21020316

Citation:

PDF( 12797 KB)

RESEARCH ON NONDESTRUCTIVE TESTING OF GROUTING SLEEVE MEMBERS BY ULTRASONIC TOMOGRAPHY

doi: 10.13204/j.gyjzG21020316

1. Shenzhen Construction Engineering Quality and Safety Supervision Station, Shenzhen 518034, China;
2. School of Civil and Environmental Engineering, Harbin Institute of Technology (Shenzhen), Shenzhen 518055, China

Received Date: 2021-02-03
Available Online: 2022-01-11

Abstract

Abstract

For grouting sleeve members, the cement-based grouting material in the grouting sleeve is regarded as the concrete in a broad sense. In order to study the effectiveness of ultrasonic tomography in nondestructive testing of the compactness of grouting sleeve members, the compactness of the grouting material in the sleeve was analyzed from three aspects of theoretical research, finite element simulations and experimental testing. The results showed that:the ultrasonic wave could not propagate directly through the sleeve where the grouting material was completely empty, but diffracted according to the shortest path. The difference of the distribution diagram for sound velocity was not obvious due to the sleeve void, the lower acoustic velocity region corresponding to dense or empty states could not be effectively identified from the acoustic velocity. For the inspection method of inclined ducts with inclined ports, the compactness of the distribution diagram of grouting material in the sleeve could be inferred by observing the loss of the grouting material in the inclined duct.
- grouting sleeve,
- ultrasonic tomography,
- nondestructive testing

FullText(HTML)

References(15)

References

[1]	AZARI H,NAZARIAN S,YUAN D. Assessing Sensitivity of Impact Echo and Ultrasonic Surface Waves Methods for Nondestructive Evaluation of Concrete Structures[J]. Construction and Building Materials,2014,71:384-391.
[2]	KRAUSE M,MILMANN B,MIELENTZ F,et al. Ultrasonic Imaging Methods for Investigation of Post-Tensioned Concrete Structures:a Study of Interfaces at Artificial Grouting Faults and Its Verification[J]. Journal of Nondestructive Evaluation,2008,27(1/3):67-82.
[3]	SHOKOUHI P,WOLF J,WIGGENHAUSER H. Detection of Delamination in Concrete Bridge Decks by Joint Amplitude and Phase Analysis of Ultrasonic Array Measurements[J]. Journal of Bridge Engineering,2014,19(3):1-11.
[4]	SACK D A,OLSON L D. Advanced NDT Methods for Evaluating Concrete Bridges and Other Structures[J]. NDT & E International,1995,28(6):349-357.
[5]	石世赛,官权. 钢管混凝土缺陷定量的超声波检测方法[J]. 无损检测,2011,33(3):66-67 ,72.
[6]	KHAIRI M T M,IBRAHIM S,YUNUS M A M,et al. Ultrasound Computed Tomography for Material Inspection:Principles,Design and Applications[J]. Measurement,2019,146:490-523.
[7]	郭秀芹,杨森,张远军. 弹性波CT技术在大体积混凝土结构无损检测中的应用[J]. 四川理工学院学报(自然科学版),2017,30(4):58-63.
[8]	NISHIDA T,SHIOTANI T,ASAUE H. Evaluation of Internal Defects in Reinforced Concrete by Means of Innovative AE Tomography[J]. International Journal of Microstructure and Materials Properties,2017,12(1/2):66-78.
[9]	CHOI H,POPOVICS J S. NDE Application of Ultrasonic Tomography to a Full-Scale Concrete Structure[J]. IEEE Transactions on Ultrasonics Ferroelectrics & Frequency Control,2015,62(6):1076-1085.
[10]	MITA N, TAKIGUCHI T. Principle of Ultrasonic Tomography for Concrete Structures and Nondestructive Inspection of Concrete Cover for Reinforcement[J]. Pacific Journal of Mathematics for Industry,2018,10(1):1-10.
[11]	SEO S Y,NAM B R,KIM S K. Tensile Strength of the Grout-Filled Head-Splice-Sleeve[J]. Construction and Building Materials,2016,124(15):155-166.
[12]	TULLINI N,MINGHINI F. Grouted Sleeve Connections Used in Precast Reinforced Concrete Construction-Experimental Investigation of a Column-to-Column Joint[J]. Engineering Structures,2016,127(15):784-803.
[13]	高润东,李向民,王卓琳,等. 基于预埋钢丝拉拔法套筒灌浆饱满度检测结果的补灌技术研究[J]. 建筑结构,2019,49(24):88-92.
[14]	祝雯,高梓贤,黄石明. 基于预埋阻尼振动传感器法的钢筋套筒灌浆饱满度检测技术研究[J]. 工程质量,2018,36(11):7-10 ,18.
[15]	李明霞. 基于超声波传播特性的无创颅内压监测系统数值模拟研究[D]. 重庆:重庆大学,2014:18-19.

Relative Articles

[1]	ZONG Zhongling, CEN Hang, MIAO Huiquan, HUANG Delong, TANG Aiping, LIU Qiang. Research Progress on Dynamic Response and Seismic Resistance of Helical Pile Foundations[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(2): 133-143. doi: 10.3724/j.gyjzG23122904
[2]	YANG Dafeng, SUN Song, CHEN Feng, LIN Kangli, SHU Qianjin, CAO Cong. Research on the Influence of Coupling Effect Between Steel Valve Hall Structure and Equipment on the Seismic Response of 800 kV Wall Bushing[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 99-107. doi: 10.3724/j.gyjzG23112115
[3]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[4]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[5]	MIAO Fengyang, HUANG Zhengxuan, XU Jianguo, ZHANG Jinpeng, CAI Yingchun, GENG Yupeng, ZHANG Mutian. Seismic Response Analysis on the Secondary Lining with Voids Repaired with Polymer Grouting of Tunnels Based on Inversion Analysis of Parameters[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 44-52,37. doi: 10.13204/j.gyjzG21111717
[6]	YANG Ke, ZHANG Wenhan, HUANG Yi. INFLUENCE ANALYSIS OF UNDERGROUND PIPE GALLERY ON NONLINEAR SEISMIC RESPONSE OF UPPER STRUCTURE AND RESEARCH ON IMPROVEMENT MEASURES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(10): 211-216,162. doi: 10.13204/j.gyjzg20111403
[7]	ZHOU Junwen, ZHAO Ming. ANALYSIS OF THE DYNAMIC RESPONSES OF LNG STORAGE TANK WITH UPLIFT CONSIDERING VERTICAL EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 39-43,38. doi: 10.13204/j.gyjz202004007
[8]	BU Xianghang, CAO Yongxing, LIANG Huangbin, ZHU Jun, WU Chi, LIU Fenglian, XIE Qiang. NUMERICAL SIMULATIONS ON DYNAMIC RESPONSES OF A TRANSMISSION TOWER-CONDUCTOR COUPLING SYSTEM UNDER EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(8): 128-133. doi: 10.13204/j.gyjzG201908200007
[9]	Li Xiongyan, Wang Guoxin, Xue Suduo, Liu Yi, Ye Jihong. ANALYSIS OF DYNAMIC BEHAVIOR OF SUSPEN-DOME STRUCTURE CONSIDERING SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 30-36. doi: 10.13204/j.gyjz201508006
[10]	Zhuang Peng, Xue Suduo, Han Miao. SEISMIC ISOLATION ANALYSIS OF SMA SPRING-FRICTION BEARINGS IN DOUBLE LAYER SPHERICAL LATTICE SHELL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 43-49. doi: 10.13204/j.gyjz201501008
[11]	Liu Yi, Li Xiongyan, Wang Guoxin, Xue Suduo. SIMPLIFIED ANALYSIS METHOD OF A LATTICED SHELL CONSIDERING PILE-SOIL-STRUCTURE INTERACTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 36-42. doi: 10.13204/j.gyjz201501007
[12]	Wang Gang Li Zhen Song Tianshu Hou Gangling, . RELIABILITY ANALYSIS METHOD OF LNG RESERVOIR TANK UNDER THE ACTION OF THE EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 74-78. doi: 10.13204/j.gyjz201510014
[13]	He Guofu, Jiang Yanning, Yang Qing, Jin Wei. STRUCTURE DYNAMIC RESPONSE ANALYSIS OF TALL FRAMED TOWEＲ FOR PETRO-CHEMICAL PROJECTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 70-75. doi: 10.13204/j.gyjz201505016
[14]	Shen Wangxia, Li Zhongcheng. ANALYSIS OF SEISMIC FLOOR RESPONSE SPECTRA OF ELASTOPLASTIC RC STRUCTURES OF EXISTING NUCLEAR POWER STATIONS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 61-64. doi: 10.13204/j.gyjz201405015
[15]	Xu Qingyang, Li Aiqun, Ding Youliang, Shen Shungao, Hu Canyang. STUDY ON VERTICAL SEISMIC RESPONSE PASSIVE CONTROL OF LONG-SPAN MAINTENANCE HANGAR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 110-116. doi: 10.13204/j.gyjz201311025
[16]	Nie lin, Yang Tao, Zhou Depei, Liu Yongjiang. ESTIMATE OF SLOPE DYNAMICAL STABILITY BASED ON EARTHQUAKE RESPONSE ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 82-86. doi: 10.13204/j.gyjz201211018
[17]	Weng Guangyuan, Wang Sheliang. VERTICAL SEISMIC RESPONSE ANALYSIS OF LONG-SPAN SPHERICAL SHELL STRUCTURE SUBJECT TO INCONSISTENT EXCITATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 91-95. doi: 10.13204/j.gyjz201108022
[18]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[19]	Wang Yuan-qing, Tan Cheng-dong, Zhang Yong. ANALYSIS ON SEISMIC RESPONSE OF ARCHED CORRUGATED METAL ROOF[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 78-81. doi: 10.13204/j.gyjz200608024
[20]	Deng Jiming, Jiang Jianqun, Mao Genhai. NONLINEAR RESPONSE AND SEISMIC DESIGN OF STRUCTURES BASED ON ELASTOPLASTIC DYNAMIC ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 1-5,55. doi: 10.13204/j.gyjz200410001