Measuring height of poured concrete via fiber-optic temperature sensing

被引:1
|
作者
Tian, Wei [1 ,2 ,3 ]
Zhu, Hao [1 ,2 ]
Liu, Zhiang [1 ,2 ]
Huang, Can [1 ,2 ]
Zheng, Jianxin [1 ,2 ]
Yang, Huadong [1 ,2 ]
机构
[1] CCCC Second Harbor Engn Co Ltd, Wuhan 430040, Peoples R China
[2] CCCC Highway Bridges Natl Engn Res Ctr CO Ltd, Beijing 100088, Peoples R China
[3] Southeast Univ, Sch Civil Engn, Nanjing 210096, Peoples R China
关键词
underground diaphragm wall; concreting; distributed fiber-optic sensing; temperature measurement; height of poured concrete; MONITORING-SYSTEM; PERFORMANCE;
D O I
10.1088/1361-6501/ace5c3
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Currently, there is no automatic method available to measure the height of poured concrete during concreting of underground diaphragm walls (UDWs), and the conventional manual method interrupts the operation. To address this issue, a distributed fiber-optic sensing-based method for measuring the height of poured concrete during the concreting of UDWs was developed and successfully applied to the real-time measurement of the height of poured concrete. The proposed method was verified by performing a scale mode test, wherein an acrylic circular tube was used to simulate a UDW steel cage and a temperature-sensing fiber-optic cable was laid spirally to increase the spatial resolution of measurement to 0.1 m. The temperature distribution in the tube and real-time measurements of the height of the poured concrete during concreting were obtained. The proposed method was applied to the construction of a real UDW. A total of 3360 data points representing the spatiotemporal temperature distribution in the UDW steel cage were obtained. The results indicated that the temperature of the mud in the steel cage was approximately 25 & DEG;C-26 & DEG;C when no concreting operation was performed and that the temperature of the concrete layer increased to approximately 28 & DEG;C-31 & DEG;C during concreting. The height of the poured concrete was the boundary representing the transition from the temperature of the mud to that of the concrete, and the measurement precision reached & PLUSMN;0.5 m. The measurement results obtained via the proposed method were consistent with those obtained manually using a plumb bob, thus confirming the effectiveness of the proposed method for high-precision, real-time measurement of the height of poured concrete during the concreting of UDWs.
引用
收藏
页数:8
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