Deterioration Properties for the Concrete Decks of Bridge Structure Effected Simultaneously on the Chlorides of De-icing Salts and Freeze-Thaw

제설제의 염화물과 동결융해의 영향을 동시에 받는 교량구조물 콘크리트 바닥판의 열화특성

Recently, the research on durability of concrete proceed rapidly in the building industry. Deterioration due to do-icing salts occurs in practice in bridge structure, dike, barrier and similar structure. This paper reports the results of effect of chlorides on the freeze-thaw properties of concrete bridge deck in winter. The case fresh water condition where the concrete will receives a freez-thaw effect compared to decrease of durability quotient a lot occurs is a possibility of knowing from brine condition.