¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.11, no.1, 1995³â, pp.51-62
TBM°ø¹ýÀ» Àû¿ëÇÑ ¾Ï¹ÝÇöÀå¿¡¼­ÀÇ ±¼ÂøÈ¿À²¿¡ °üÇÑ ¿¬±¸
( A Study on the Excavation Efficiency in Rock Mass Applied TBM Method )
Á¤Çü½Ä;À̽ÂÈ£;¹ÚÁ¾¹è; ÇѾç´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;¿µµ¿Àü¹®´ëÇÐ Åä¸ñ°ú, ÇѾç´ëÇб³ ´ëÇпø Åä¸ñ°øÇаú;;
 
ÃÊ ·Ï
1985³â ±¹³»¿¡ óÀ½À¸·Î TBM(tunnel boring machine) °ø¹ýÀÌ µµÀÔµÈ ÀÌ·¡, ÃÖ±Ù ±× »ç¿ëÀÌ ±Þ°ÝÈ÷ Áõ°¡ÇÏ¿© Àü¼¼°è TBM º¸À¯À²ÀÇ 27%¸¦ Â÷ÁöÇÏ°Ô µÇ¾úÀ¸¸ç »ó´çÇÑ ½Ã°ø½ÇÀûµµ °¡Áö°Ô µÇ¾ú´Ù. ±×·¯³ª TBM °ø¹ý¿¡ ÀÇÇÑ ¸¹Àº ½Ã°ø½ÇÀû¿¡µµ ºÒ±¸Çϰí TBMÀÇ ±¼ÂøÈ¿À²À» ÁõÁø½Ã۱â À§ÇÑ ¿¬±¸´Â ¹ÌÈíÇÑ ÆíÀÌ´Ù. TBM °ø¹ýÀÇ ±¼ÂøÈ¿À²¿¡ ¿µÇâÀ» ¹ÌÄ¡´Â ÀÎÀڷδ ±â°èÀû ¿äÀÎ, Áö¹Ý°øÇÐÀû ¿äÀΰú ÇöÀå¿î¿µ »óÀÇ ¿äÀÎÀ» µé ¼ö°¡ ÀÖ´Ù. À̶§±îÁöÀÇ ±¼ÂøÈ¿À²À» ³ôÀ̱â À§ÇÑ ¿¬±¸´Â ÁÖ·Î ±â°èÀû ¿äÀÎÀÇ °³¼±¹æ¾È¿¡ ´ëÇØ¼­ ÁßÁ¡ÀûÀ¸·Î ´Ù·çÀÌÁ® ¿ÔÁö¸¸ Áö¹Ý°øÇÐÀû ¿äÀεµ ¸Å¿ì Áß¿äÇÏ¸ç ¾Ï¹ÝÀÌ °®°í ÀÖ´Â ¹°¸®Àû Ư¼º¿¡ µû¶ó¼­ »çÀü¿¡ TBM °ø¹ýÀÇ Àû¿ë¿©ºÎ¸¦ ÆÇ´ÜÇÒ ¼ö ÀÖÀ¸¸ç, ¶ÇÇÑ ÇöÀå ¾Ï¹ÝÁ¶°Ç¿¡ ÀûÇÕÇÑ TBM Á¾·ù¸¦ ¼±ÅÃÇÒ ¼öµµ ÀÖ´Ù. º» ³í¹®ÀÇ ¸ñÀûÀº ½ÇÁ¦ TBM °ø¹ý Àû¿ë ÇöÀå¿¡¼­ ¾ò¾îÁø ¾Ï¹Ý¿¡ ´ëÇÑ ÀÚ·á¿Í Á¦¹Ý TBM ±¼ÂøÀÛ¾÷°úÀÇ °ü°è¸¦ ºÐ¼®Çϰí, ¾Ï¹ÝÁ¶°Ç¿¡ µû¸¥ TBM ±¼ÂøÈ¿°ú¸¦ ±¸¸íÇϰíÀÚ ÇÏ¿´´Ù.
The use of TBM has been rapidly increased in recent years since TBM has been introduced to Korea in 1985 and Korea came to occupy 27% of TBM holding ratio in the world. Despite a lot of experience, study on promoting the efficiency of TBM excavation is insufficient. The factors that influence the efficiency of excavation are the mechanical farttor geotechnical factor and management factor. The study on the efficiency of excavation has focused on the improvement of mechanical factor. But geotechnical factor is also very important and by this factor engineer can estimate the applicability of TBM. The purpose of this paper is to understand the effectiveness of TBM excavation for vari orts rock quality by analysing relations between rock quality and TBM excavation.
 
Ű¿öµå
 
Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.11, no.1, 1995³â, pp.51-62
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199511920445851)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿