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Çѱ¹Áö¹Ý°øÇÐȸ / v.27, no.6, 2011³â, pp.17-26
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±¤¼¶À¯ ¼¾¼¸¦ ÀÌ¿ëÇÑ ÀÎÀåÇü ±×¶ó¿îµå ¾ÞÄ¿ÀÇ Àå·ÂÃøÁ¤
( Tension Force Monitoring of Tension Type Ground Anchor Using Optical FBG Sensors ) |
| ¼ºÇöÁ¾;±è¿µ»ó;±èÀç¹Î;¹Ú±ÍÇö; Àü³²´ëÇб³ °Ç¼³È¯°æ°øÇаú;Àü³²´ëÇб³ ÇØ¾çÅä¸ñ°øÇаú;Àü³²´ëÇб³ ÇØ¾çÅä¸ñ°øÇаú;Àü³²´ëÇб³ °Ç¼³È¯°æ°øÇаú;
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| ±×¶ó¿îµå ¾ÞÄ¿°ø¹ýÀº ÇöÀç ¿ì¸®³ª¶ó¿¡¼ °¡Àå ÀϹÝÀûÀ¸·Î »ç¿ëµÇ´Â »ç¸éº¸°°ø¹ýµé Áß ÇϳªÀÌ´Ù. ±×·¯¹Ç·Î ¾ÞÄ¿·Î º¸°µÈ »ç¸éÀÇ ¾ÈÁ¤¼ºÀ» Àå±â°£ È®ÀÎÇϱâ À§Çؼ´Â ±×¶ó¿îµå ¾ÞÄ¿ÀÇ ±äÀå·ÂÀ» ÃøÁ¤ÇÏ´Â °ÍÀÌ ¸Å¿ì Áß¿äÇÏ´Ù. ±×·¯³ª ÀüÅëÀûÀÎ ·Îµå ¼¿ ¹æ½ÄÀÇ ÃøÁ¤±â¼úÀ» Á¦¿ÜÇϰí´Â Ưº°ÇÑ ±â¼úÀÌ °³¹ßµÈ °ÍÀÌ ¾ø´Ù. º» ³í¹®¿¡¼´Â Áö¹Ý±¸Á¶¹°ÀÇ º¸°À» À§ÇØ ³Î¸® »ç¿ëµÇ´Â ±×¶ó¿îµå ¾ÞÄ¿ÀÇ ´Ü±â ¹× Àå±â Àå·ÂÀ» ÃøÁ¤Çϱâ À§ÇØ ±âÁ¸¿¡ ÇöÀå¿¡¼ ÁÖ·Î »ç¿ëµÇ´Â ½ºÆ®·¹ÀΰÔÀÌÁö ¶Ç´Â V/W ŸÀÔ ·Îµå ¼¿À» ´ëüÇÒ ¼ö ÀÖ´Â »õ·Î¿î ¹æ¹ý¿¡ ´ëÇÏ¿© ±â¼úÇÏ¿´´Ù. »ç¿ëµÈ ¼¾¼´Â ½ºÆ®·¹ÀΰÔÀÌÁö ¶Ç´Â V/WŸÀÔÀÇ ¼¾¼¿¡ ºñÇØ Å©±â°¡ ÀÛ°í ³»±¸¼ºÀÌ ¿ì¼öÇϸç ÀüÀÚ±âÆÄ¿¡ ÀÇÇÑ ³ëÀÌÁî ¹ß»ýÀÌ ¾ø´Â ±¤¼¶À¯ ºê·¡±×°ÝÀÚ(Fiber Bragg Grating ; FBG)¼¾¼ÀÌ´Ù. FBG ¼¾¼¸¦ ³»ÀåÇÑ 7¿¬ °¿¬¼±À» ÀÌ¿ëÇÏ¿© ¿øÇÏ´Â À§Ä¡¿¡¼ º¯Çü·ü °¨Áö°¡ °¡´ÉÇÑ ÀÎÀåÇü ¾ÞÄ¿¸¦ Á¦ÀÛÇÏ°í ¾ÞÄ¿ Á¤ÂøÀåÀ» ¿¬¾Ï°ú ȰdzÈÅä Áö¹ÝÁ¶°Ç¿¡ °¢°¢ 2¼¼Æ®(set)¾¿ ½Ã°øÇÏ¿© ÇöÀåÀι߽ÇÇèÀ» ¼öÇàÇÏ¿´´Ù. ÀçÇÏ-Á¦Çϴܰ踦 Æ÷ÇÔÇÏ´Â Àü ÇÏÁߴܰ迡¼ FBG¼¾¼·Î ÃøÁ¤µÈ º¯Çü·ü·ÎºÎÅÍ Àå·Â ¸ð´ÏÅ͸µÀ» ¼öÇàÇÏ¿´°í ±âÁ¸ ·Îµå ¼¿·Î ÃøÁ¤µÈ °á°ú¿Í ºñ±³ÇÏ¿´´Ù. ÇöÀå Àι߽ÇÇè °á°ú, Á¦¾ÈµÈ ±¤¼¶À¯ ¼¾¼¸¦ ÀÌ¿ëÇÑ ±×¶ó¿îµå ¾ÞÄ¿ÀÇ ½Ã°ø Áß ±äÀå·Â ÃøÁ¤°á°ú ½Ç³» UTM °á°ú¿Í ´Þ¸® ¾à°£ÀÇ Â÷À̰¡ ÀÖÀ¸³ª ½Ç¿ëÀûÀÎ Â÷¿ø¿¡¼´Â ÃæºÐÈ÷ Ȱ¿ë °¡´ÉÇÑ °ÍÀ¸·Î È®ÀεǾú´Ù. |
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| Ground anchor method is one of the most popular reinforcing technology in Korea. For the sound monitoring of slope reinforced by permanent anchor for a long period, monitoring the tension force of ground anchor is very important. However, special technology except conventional load cell has not been developed for this purpose. In this paper, a new method is described to replace the conventional strain gauge and V.W. type load cell which has been commonly used as a prestress force monitoring tool for a short-term and long-term. Four 11.5 m long strain detectable tension type anchors were made using FBG sensor embedded tendon since FBG sensor is smaller than strain gauge type load cell and does not have noise from electromagnetic wave. Each two set strain detectable tension type anchors were installed into the different ground conditions, i.e., soft rock and weathered granite soil. Prestress force of ground anchor was monitored during the loading-unloading step from in-situ pullout test using proposed FBG sensor embedded in the tendon and the conventional load cell Test results show that the prestress force monitored from FBG sensor may well be used practically, for it almost matches with that measured from expensive load cell. |
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| Ű¿öµå |
| FBG sensor;Tendon, Ground anchor;Long-term monitoring;Short-term monitoring; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.27, no.6, 2011³â, pp.17-26
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201124359107340)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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