CPC G01N 25/72 (2013.01) [G01J 5/027 (2013.01); G01K 3/08 (2013.01); G01N 33/383 (2013.01); G01J 2005/0077 (2013.01)] | 8 Claims |
1. A method for detecting a void in a concrete composite member covered with a steel plate, comprising:
a first step of setting, as a reference temperature difference, a temperature difference between a void and a non-void in the concrete composite member covered with the steel plate in accordance with an on-site temperature and a concrete pouring temperature;
a second step of measuring the on-site temperature and the concrete pouring temperature before construction of the concrete composite member covered with the steel plate, and extracting a reference temperature difference corresponding to the on-site temperature and the concrete pouring temperature measured from the reference temperature difference set in the first step; and
a third step of measuring a steel plate surface temperature of an area in which concrete is poured using a thermal image during the construction of the concrete composite member covered with the steel plate, and determining, as a void, a section in which a temperature difference between the measured steel plate surface temperature and a temperature of a surrounding part thereof is equal to or greater than the reference temperature difference extracted in the second step,
wherein the on-site temperature in the first and second steps is set by a mean temperature of the steel plate surface temperature measured using the thermal image before pouring the concrete at a site or an outside air temperature at the site, and
wherein the reference temperature difference to be a value that increases or decreases whenever a difference between the on-site temperature and the concrete pouring temperature increases or decreases.
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