°ÇÃ൵½Ã°ø°£¿¬±¸¼Ò

Architecture & Urban Research Institute

pdf¿ø¹®º¸±â ¿¡·¯ ÇØ°á¹æ¹ý ¹Ù·Î°¡±â



¹®ÇåȨ > ¿¬±¸³í¹® > »ó¼¼

[¿ø¹®º¸±â½Ã ¼ÒºñµÇ´Â Æ÷ÀÎÆ® : 100 Æ÷ÀÎÆ®] ¹Ì¸®º¸±â Àοë

Çѱ¹°ÇÃà½Ã°øÇÐȸ|Çмú.±â¼ú³í¹®¹ßǥȸ ³í¹®Áý 2011³â 11¿ù

³í¹®¸í ±¸Ã¼¹æ¼ö¿Í ħÅõ¼º¹æ¼öÀÇ ¹æ¼ö¼º´É ºñ±³¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸ / An experimental study on performance comparison of waterproof concrete using admixture and penetrability waterproof admixture of concrete / Æ÷½ºÅ͹ßÇ¥ : ½Ã°øÀç·á
ÀúÀÚ¸í ¹Ú±â¿ì ; ¿À»ó±Ù
¹ßÇà»ç Çѱ¹°ÇÃà½Ã°øÇÐȸ
¼ö·Ï»çÇ× Çѱ¹°ÇÃà½Ã°øÇÐȸ Çмú.±â¼ú³í¹®¹ßǥȸ ³í¹®Áý, v.11 n.2(Åë±Ç Á¦19È£) (2011-11)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(229) ÃÑÆäÀÌÁö(2)
ÁÖÁ¦ºÐ·ù Àç·á
ÁÖÁ¦¾î ±¸Ã¼¹æ¼ö ; ħÅõ¼º¹æ¼ö ; waterproof concrete using admixture ; penetrability waterproof admixture of concrete
¿ä¾à2 We could see that, the thinner the retaining wall is, the more advantageous Premixed Agent Type Waterproof method is in the aspect of economic efficiency. The reason is because, in the case of Premixed Agent Type Waterproof method, the thicker the retaining wall is, the higher the construction cost increases due to increase in the material quantity required which increases in proportion to the area in the case of Premixed Agent Type Waterproof method. We could see that, the thinner the retaining wall is, the more inferior the economic efficiency of Infiltration Type Waterproof method is to that of Premixed Agent Type Waterproof method, as, in the case of Infiltration Type Waterproof method, the quantity of material required is fixed in proportion to the area. Consequently, we concluded that Premixed Agent Type Waterproof method is economically advantageous up to the wall thickness of 700 mm and Infiltration Type Waterproof from 800 mm.
¼ÒÀåó Çѱ¹°ÇÃà½Ã°øÇÐȸ
¾ð¾î Çѱ¹¾î
¡á Ãßõ¹®Çå (ÀÌ ¹®Çå°ú °°ÀÌ º» ¹®Çå)
[ƯÁý] ¹æ¼ö°ø»çÀÇ Á¾·ù¿Í ½Ã°ø±â¼úÀÇ ÀÌÇØ
¾È»ó·Î ; °û±Ô¼º ; ÃÖ¼º¹Î ; ¿À»ó±Ù - Çѱ¹°ÇÃà½Ã°øÇÐȸÁö : v.10 n.4(Åë±Ç Á¦42È£) (201008)
[¿¬±¸³í¹®-°ÇÃࡤÁÖÅÃ] °øµ¿ÁÖÅà ÁöÇÏÁÖÂ÷Àå °á·Î ¹æÁö ¹æ¾È
È«¼®Áø ; ¼º±âö ; ±èÁöÇö - ´ë¿ì°Ç¼³±â¼ú : Åë±Ç Á¦32È£ (201008)
[±â¼úÁ¤º¸] ÁöÇϰø°£ÀÇ °á·Î¹ß»ý ÇöȲ°ú ´ëÀÀ¹æ¾È
È«±¸Ç¥ - °Ç¼³±â¼ú¤Ó½Ö¿ë : 2010. °¡À»È£(v.56) (201009)
[Çö¾÷Á¤º¸] ÁöÇÏÁÖÂ÷Àå ´©¼ö »ç·Ê ¹× Àú°¨ ¹æ¾È Á¦¾È
±èµ¿±Õ - °Ç¼³±â¼ú¤Ó½Ö¿ë : 2009. º½È£(v.50) (200904)
[ƯÁý] ±¹³» ģȯ°æ °ÇÃ๰ »ç·Ê ºÐ¼®
Á¤Áö³ª ; ±è¿ë¼® ; À̽¹Π- ±×¸°ºôµù(Çѱ¹±×¸°ºôµùÇùÀÇȸÁö) : v.9 n.1 (200803)
[±â¼úÁ¤º¸] È븷À̰¡½Ã¼³ÀÇ Á¾·ù ¹× ÃֽŰø¹ý ¼Ò°³
À±¼ºÇÊ - °Ç¼³±â¼ú¤Ó½Ö¿ë : 2010. °¡À»È£(v.56) (201009)
[Çö¾÷Á¤º¸] °ÇÃ๰ ÁöºØ(¿Á»ó) ´©¼ö À¯Çü ¹× ´ëÃ¥¹æ¾È Á¦¾È
±èµ¿±Õ - °Ç¼³±â¼ú¤Ó½Ö¿ë : 2008. °¡À»È£(v.48) (200809)
±¹³» ÆÐ½Ãºê°ÇÃ๰ ¼³°è ¹× ½Ã°ø»ç·Ê
À̸íÁÖ - Çѱ¹±×¸°ºôµùÇùÀÇȸ Ãß°èÇмú°­¿¬È¸ ³í¹®Áý : (200911)
[Çö¾÷Á¤º¸] ´ç»ç ½Ã°ø»ç·Ê¸¦ Áß½ÉÀ¸·Î »ìÆìº» °øµ¿ÁÖÅà ºÎÀ§º° °á·Î ¿øÀÎ ¹× ´ëÃ¥
±èµ¿±Õ - °Ç¼³±â¼ú¤Ó½Ö¿ë : 2008. °Ü¿ïÈ£(v.49) (200812)
[±â¼úÁ¤º¸] ÁÖÅñâ¼úÀ̾߱â1 : ¿Á»ó ½ÅÃàÁÙ´«(Expansion Joint)
ÃÖ¼º¹ü ; ÀÌÁØÈ£ - »ï¼º°Ç¼³±â¼ú : 2007 »ó¹Ý±â(Åë±Ç Á¦57È£) (200706)