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熱赤外サーモグラフィ装置を用いた構造物の劣化・被害検出

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Contents

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6. 1 Vol 23 No 1 2001 2 No 704 V 5S5 2002 5 pp 65 79 3 54 1 2010 3 pp 7 8 4 No 760 V 63 2004 5 pp 121 133 5 F Cerdeira M E Vazquez J Collazo E Granada Applicabihty of infrared thermography to the study of the behavio
7. 4 w 8B 6 15 30 Temperature 25 1 32 64 31 9 31 8 31 7 31 6 31 6 4 CC Temperature M 31 5 31 4 31 4 31 2 Location pixel B Location pixel B 5 4 ew o 8 Sound Pressure Pa 0 Time s 3 8 a Frequency Hz 0 1 Tme 38 b 60 mn 8 40 2 20 MM 0 2500 5000 Frequency Hz c 6 4 w w 476 Ww nl Hl ll NN Nl ll ll Nl I I MIN NL UA NNT TN Sound Pressure Pa 0 41 0 Time s 2 3 a 3S000 0 4 i MM WN Ai NW N WY tA W 1 lt J 4 6 A gt Fl 1 A 4 OP 3 7 WM ri A a E 0 Time s 2 3 b
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10. E Vol 66 No 4 2010 pp 413 432 11 Vol 26 No 1 2004 12 D G Aggelis E Z Kordatos D V Soulioti T E Matikas Combined use of thermography and ultrasound for the characterization of subsurface cracks in concrete Construction and Building Materials Vol 24 Issuel0 2010 pp 1888 1897 478 13 Vol 27 No 1 2005 14 E Vol 65 No 4 2009 10 pp 442 458 15 N NR 16 Vol 7
11. B 3 A B C Cn n temperature C w um 11 30 13 00 14 30 16 00 17 30 19 00 Time 2 3 15 30 19 30 4 o oy
12. B B 5 15 30 19 30 o oy 6 7 oe o B B
13. m 6 U 2500 5000 Frequency Hz c 7 4 6 8 8 2013 6 27 2013 6 27 8 oO NM 9 4 b a R 24 46 Fc 7 VN 2 b R 28 24 Fc Fc 10 76 N mm 1 3 N mm2 4 LL
14. InfReCR300SR SS N 01738 3 2014 7 8 11 00 19 30 30 2 B A C B 474
15. in the world get old in several decades of their service tme Fallmg off of parts of deteriorated structures were often reported and sometmes caused casualties in Japan and many other countries When an earthquake occurs in Darticular deteriorated structures have higher possibility to be damaged or collapsed Thus assessing the health condition of structures is one of the important topics In civil engineering Considering a large number of structures that have been In service more than 40 years in Japan efficient evaluation methods are requested Accordingly this study focuses on the use of infrared thermography camera to detect internal deterioration of concrete structures As a first step of investgation thermography diagnosis hammering test and Schmidt hammer test were carried out to detect internal deterioraton of a concrete retaining wall and the results were compared to evaluate the capabihty of these methods Keywords Thermography Hammering test Schmidt hammer Infrastructures Deterioration 479
16. GO4 Thu 3 14 2014 1 e mail h ueda chiba u D 2 e mail fum1o yamazak1 faculty chiba u jp
17. No 59 19S8 17 HASSAN Khaled N M Vol 70 No 4 2002 pp 15 321 18 54 1 2010 3 pp65 66 19 Vol 30 No 3 2008 20 52 1 2008 Basic Study on Detection of Deteriorated Structures Using Infrared Thermography Camera UEDA Hideomi and YAMAZAKI Fumio 1 Graduate Student Department of Urban Environment Systems Chiba University Chiba Japan 2 Professor Department of Urban Environment Systems Chiba University Chiba Japan ABSTRACT Infrastructures
18. ur of stone panels as building envelopes Energy and buildings Vol 43 Issue8 2011 pp 1845 1851 6 Vol 29 No 2 2007 pp 673 678 7 RC No 732 V 59 2003 pp 95 108 8 Vol 57 No 8 2008 pp 846 851 9 Journal ofJSNDI Vol 61 No 2 2012 pp 78 83 10 PC

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