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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.4, no.1, 2004³â, pp.89-96
°ñÀçÀÇ Á¾·ù¿¡ µû¸¥ Æ÷·¯½ºÄÜÅ©¸®Æ®ÀÇ Æ¯¼º¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸
( An Experimental Study on the Characteristic of Porous Concrete using different Aggregates )
Á¤½ÃÁø; »ïô´ëÇб³ °ÇÃà°øÇаú;
 
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Porous concrete is used of various parts by advantage of porous. Example of growing of plant is possible, and dwelling of creature, and filter functions of various contaminant, and decrease of noise, and so on. This research is for porous concretes that were used by four aggregate rubble, refreshing aggregate, expanded clay, orchid stone. This research estimate that physical and mechanical characteristics of fresh concrete and hardened concrete. The purpose of this research is to make environment-friendly porous concrete. This research's conclusion is as following : 1. Porous Concrete's slump was measured 12~14cm with rubble, 12~16cm with refreshing aggregate, 11~13cm with expanded clay, 11~13cm with orchid stone. Weight of aggregate was bigger, slump price appeared by bigger thing. Because placed Porous Concrete is low viscosity and small resistance between aggregate, it estimated that have high workability. 2. Porous Concrete's unit weight was measured 1.71~1.75t/$ extrm{m}^3$ with rubble, 1.58~1.62t/$ extrm{m}^3$ with refreshing aggregate, 1.19~1.20t/$ extrm{m}^3$ with expanded clay, 0.98~1.06t/$ extrm{m}^3$ with orchid stone. Showed aspect such as weight of aggregate. 3. Porous Concrete's compressive strength was measured 76~102kgf/$ extrm{cm}^2$ with rubble, 51~60kgf/$ extrm{cm}^2$ with refreshing aggregate, 30~40kgf/$ extrm{cm}^2$ with expanded clay, 13~16kgf/$ extrm{cm}^2$ with orchid stone. 4. Tendency of tensile strength and bending strength showed generally similarly with compressive strength, but showed low value fewer than 15kgf/$ extrm{cm}^2$ Therefore, wire mesh, reinforcing rod, such as establishment of frame is considered to need in reinforcement about tensility or flexures in case receive tensility or produce product of thin absence form. It concludes by speculating on the consequences of extrapolating the results of study to remodelling the office building being already existence.
 
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Æ÷·¯½ºÄÜÅ©¸®Æ®;Àç»ý°ñÀç;ÆòâÁ¡Åä;³­¼®;Porous concrete;Refreshing aggregate;Expanded clay;Orchid stone;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.4, no.1, 2004³â, pp.89-96
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922354853)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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