Ultrasonic Wave Detection Technology for the Grouting Density of the Subway Pre-stressed Beam
摘 要
为提高地铁预应力桥梁孔道灌浆密实度检出率从而保障地铁运营安全,研究了针对预应力桥梁隐蔽病害的超声波检测技术。根据实际情况,分别设计了不同箍筋和配筋率的预应力混凝土试验梁作为检测试件,在试件中预设了不同材料类型及尺寸的人工缺陷进行对比。试验结果表明:超声波检测技术对地铁预应力桥梁孔道缺陷的检测效果较好,最小可以检测出尺寸为5 cm的不密实缺陷。在北京某地铁线路的预应力桥梁进行了现场试验,结果与模拟试验结果基本一致。
Abstract
In order to improve the detection rate of the grouting density of the pre-stressed concrete beam and ensure the safety of the operation, the ultrasonic wave method techniques for hidden hazards is studied. According to the actual situation of the pre-stressed concrete beam of the subway, different stirrup and reinforcement ratio are designed in the test beam respectively, and artificial defects of different material types and sizes are preset in the test piece. The results show that the ultrasonic method has good effect on the flaw detection of the subway pre-stressed beams, and the minimum defect within the size of 5 cm can be detected. The field test results of pre-stressed beam in one line in Beijing are in agreement with the simulation test.
中图分类号 U446 TG115.28 DOI 10.11973/wsjc201904008
所属栏目 试验研究
基金项目
收稿日期 2018/5/24
修改稿日期
网络出版日期
作者单位点击查看
联系人作者卢贵武(lugw@cup.edu.cn)
备注朱建伟(1986-),男,工程师,博士研究生,主要从事特种设备、建筑结构检测与腐蚀防护研究工作
引用该论文: ZHU Jianwei,LU Guiwu,KONG Xiangli,ZHOU Guanggang,LI Xuecong,LIU Shuming. Ultrasonic Wave Detection Technology for the Grouting Density of the Subway Pre-stressed Beam[J]. Nondestructive Testing, 2019, 41(4): 39~44
朱建伟,卢贵武,孔祥利,周广刚,李学聪,刘书铭. 地铁预应力桥梁孔道灌浆密实度超声波检测技术[J]. 无损检测, 2019, 41(4): 39~44
共有人对该论文发表了看法,其中:
人认为该论文很差
人认为该论文较差
人认为该论文一般
人认为该论文较好
人认为该论文很好
参考文献
【1】张小琼,王战军.混凝土无损检测方法发展及应用[J].无损检测,2017,39(4):1-5.
【2】成勃,张文硕,成涛. 超声波法在混凝土结构裂缝修补质量检验中的应用[J].工程质量,2009,27(3):11-13.
【3】吴佳晔,杨超,季文洪,等.预应力管道灌浆质量检测方法的现状和进展[J].四川理工学院学报(自然科学版),2010(5):500-503.
【4】CHANG J, LU C, KAWASHIMA K. Development of non-contact air coupled ultrasonic testing system for reinforced concrete structure[C]//Nondestructive Evaluation/Testing:New Technology and Application (FENDT). Jinan:IEEE, 2013:197-200.
【5】OISHI A, YAMADA K, YOSHIMURA A, et al. Quantitative nondestructive evaluation with ultrasonic method using neural networks and computational mechanics[J]. Comput. Mech.,1995, 15:521-533.
【6】HOBBS C, TEMPLE A. The inspection of aerospace structures using transient thermography[J].British Journal of Non-Destructive Testing, 1993, 35(4):183-189.
【7】LAU S K, ALMOND D P. A quantitative analysis of pulsed video thermography[J]. NDT and E international, 1991,24:195-202.
【2】成勃,张文硕,成涛. 超声波法在混凝土结构裂缝修补质量检验中的应用[J].工程质量,2009,27(3):11-13.
【3】吴佳晔,杨超,季文洪,等.预应力管道灌浆质量检测方法的现状和进展[J].四川理工学院学报(自然科学版),2010(5):500-503.
【4】CHANG J, LU C, KAWASHIMA K. Development of non-contact air coupled ultrasonic testing system for reinforced concrete structure[C]//Nondestructive Evaluation/Testing:New Technology and Application (FENDT). Jinan:IEEE, 2013:197-200.
【5】OISHI A, YAMADA K, YOSHIMURA A, et al. Quantitative nondestructive evaluation with ultrasonic method using neural networks and computational mechanics[J]. Comput. Mech.,1995, 15:521-533.
【6】HOBBS C, TEMPLE A. The inspection of aerospace structures using transient thermography[J].British Journal of Non-Destructive Testing, 1993, 35(4):183-189.
【7】LAU S K, ALMOND D P. A quantitative analysis of pulsed video thermography[J]. NDT and E international, 1991,24:195-202.
相关信息