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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.11, no.3, 2011³â, pp.283-291
¹«¼±¼¾¼­³×Æ®¿öÅ©¿¡ ÀÇÇÑ ÄÜÅ©¸®Æ® ¾ç»ý¿Âµµ °èÃø¿¡ °üÇÑ ÇöÀå Àû¿ë¼º ¿¬±¸
( Application for Measurement of Curing Temperature of Concrete in a Construction Site using a Wireless Sensor Network )
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º» ¿¬±¸´Â °Ç¼³°ø»ç ÇöÀå¿¡ Àû¿ëµÇ°í ÀÖ´Â ¹«¼±¼¾¼­³×Æ®¿öÅ© °ü·Ã ±â¼úÇöȲÀ» °ËÅäÇϰí, USN ±â¹ÝÀÇ ÄÜÅ©¸®Æ® ¾ç»ý¿Âµµ °ü¸®¹æ¹ý¿¡ ´ëÇÑ ÇöÀåÀû¿ë¼º ½ÇÇèÀ» ÅëÇÏ¿© ±× °³¼± ¹æ¾ÈÀ» µµÃâÇϴµ¥ ¸ñÀûÀÌ ÀÖ´Ù. °Ç¼³ºÐ¾ß¿¡¼­ÀÇ USN °ü·Ã¿¬±¸´Â ÁÖ·Î °ø»çÀÇ Ç°Áú°ü¸® ¹× ½Ã¼³¹° À¯Áö°ü¸®, ¾ÈÀü°ü¸®¸¦ Áß½ÉÀ¸·Î ÀÌ·ç¾îÁö°í ÀÖÀ¸³ª, ÇöÀå¿©°Ç ¹× Åë½Å³×Æ®¿öÅ© µî ½Ç¿ëÈ­¸¦ À§ÇÑ ¼¼ºÎÀûÀÎ ¿¬±¸°¡ ÇÊ¿äÇÑ °ÍÀ¸·Î ³ªÅ¸³µ´Ù. ¶ÇÇÑ ÇöÀå»ç¹«½Ç¿¡¼­ÀÇ ½Ç½Ã°£ ¿ø°Ý¸ð´ÏÅ͸µ¿¡ ÀÇÇÑ ÄÜÅ©¸®Æ®ÀÇ ¿Âµµ°ü¸®°¡ ÄÜÅ©¸®Æ®³» ¼ÒÇüÀÇ ¹«¼±¼¾¼­¸¦ Ȱ¿ë ÇÏ¿© USN ȯ°æ¿¡¼­µµ °¡´ÉÇÑ °ÍÀ» ¾Ë ¼ö ÀÖ¾ú´Ù. ´Ù¸¸, ¼¾¼­ÀÇ ¸Å¸³±íÀÌ¿¡ µû¸¥ ÀüÆÄÀνÄÁ¤µµ³ª ³»Àå°ÇÀüÁöÀÇ Àü·Â¼Ò¸ð ¹× Àü¼Û¹æ½Ä µî ÇöÀå¿¡¼­ÀÇ °¡º¯Àû »óȲ¿¡ ´ëÀÀÇÒ ¼ö ÀÖ´Â º¸´Ù ¾ÈÁ¤È­µÈ ´Ù¾çÇÑ ½Ã½ºÅÛ ±¸ÃàÀ» À§ÇÑ ¿¬±¸°¡ ÇÊ¿äÇÑ °ÍÀ¸·Î ³ªÅ¸³µ´Ù.
As the construction industry has recently been transformed by the emergence of ubiquitous and intelligent technology, there have been major changes in the management methods employed. Specifically, next-generation construction management systems have been developed that collect and analyze many pieces of information in real time by using various wireless sensors and networks. The purpose of this study is to understand the current status of Ubiquitous Sensor Networks (USN) in the construction sector, and to gain fundamental data for a system of measuring concrete curing temperature in a construction site that employs a USN. By investigating the application status of USN, it was confirmed that USN has mainly been applied to the maintenance of facilities, safety management, and quality control. In addition, a field experiment in which the curing temperature of concrete was measured using a USN was carried out to evaluate two systems with wireless sensor networks, and the applicability of these systems on site was confirmed. However, it is estimated that the embedded wireless sensor type is affected by metal equipment on site, internal battery of sensor and concrete depth, and studies to provide more stable system by USN are thus required.
 
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À¯ºñÄõÅͽº;¹«¼±¼¾¼­³×Æ®¿öÅ©;ÄÜÅ©¸®Æ®;¾ç»ý¿Âµµ;ubiquitous sensor network(USN);curing temperature;concrete construction;wireless sensor;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.11, no.3, 2011³â, pp.283-291
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201121539232531)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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