US 12,265,044 B2
Method for detecting void in concrete composite member covered with steel plate using thermal image, and method for managing construction of concrete composite member covered with steel plate by applying same
Kyung Hun Woo, Suwon-si (KR); Woo Jin Cho, Seoul (KR); Jae Bog Lee, Gyeongju-si (KR); Sang Joon Park, Sacheon-si (KR); Ji Yong Yu, Seoul (KR); Tae Ha Park, Seoul (KR); Hyun Il Park, Gyeonggi-do (KR); Chang Gook Song, Busan (KR); and Jhin Woo Shin, Seongnam-si (KR)
Assigned to SAMSUNG C & T CORPORATION, Seoul (KR); and KOREA HYDRO & NUCLEAR POWER CO., LTD., Gyeongju-si (KR)
Appl. No. 17/622,562
Filed by SAMSUNG C & T CORPORATION, Seoul (KR); and KOREA HYDRO & NUCLEAR POWER CO., LTD., Gyeongju-si (KR)
PCT Filed Jun. 17, 2020, PCT No. PCT/KR2020/007832
§ 371(c)(1), (2) Date Dec. 23, 2021,
PCT Pub. No. WO2020/262878, PCT Pub. Date Dec. 30, 2020.
Claims priority of application No. 10-2019-0076336 (KR), filed on Jun. 26, 2019.
Prior Publication US 2022/0268719 A1, Aug. 25, 2022
Int. Cl. G01N 25/72 (2006.01); G01J 5/02 (2022.01); G01K 3/08 (2006.01); G01N 33/38 (2006.01); G01J 5/00 (2022.01)
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
OG exemplary drawing
 
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.