¶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

Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.2, no.1, 2002³â, pp.163-169
°í°­µµ °íÀ¯µ¿ ÄÜÅ©¸®Æ®¸¦ ÀÌ¿ëÇÑ ÄÜÅ©¸®Æ®ÃæÀü°­°ü(CFT)±¸Á¶ÀÇ ÃæÀü¼º¿¡ °üÇÑ °ø¹ý ¿¬±¸
( A study of the Method on the Packing ability of Concrete Filled in Steel Tube Structure by High Strength and High Flowable Concrete )
°­¿ëÇÐ;Á¤±ÙÈ£;ÀÓ³²±â;ÀÌ¿µµµ;Á¤À翵;Á¤»óÁø; ´Ü±¹´ëÇб³ ´ëÇпø;´Ü±¹´ëÇб³ ´ëÇпø;µ¿¸íÁ¤º¸´ëÇб³ °ÇÃà°øÇаú;°æµ¿´ëÇб³ °ÇÃàÇкÎ;Çѳ²´ëÇб³ °ÇÃà¤ýÅä¸ñȯ°æ°øÇкÎ;´Ü±¹´ëÇб³ °ÇÃàÇкÎ;
 
ÃÊ ·Ï
In this study, there are kind of property experiments like fluidity, compressive strength, bleeding measurement, concrete sink for CFT use high fluidity concrete. The property difference between before transmit and after transmit concrete in the mock up test with ready mixed concrete equipment is examined. The variable factors in mock up are diaphragm existence and nonexistence, diaphragm placing hole sizes. To investing the concrete Property under diaphragm, concrete packing ability, hydration heat, core specimen strength tests are performed.
 
Ű¿öµå
ÃæÀü¼º;ÃæÀü°­°ü;°í°­µµÄÜÅ©¸®Æ®;Packing ability;steel Tube structure;High Strength;concrete;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.2, no.1, 2002³â, pp.163-169
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200211921501459)
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¿