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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.2, no.1, 2002³â, pp.163-169
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°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;
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| 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. |
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| ÃæÀü¼º;ÃæÀü°°ü;°í°µµÄÜÅ©¸®Æ®;Packing ability;steel Tube structure;High Strength;concrete; |
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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 |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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