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백시멘트와 조강성 분말수지 첨가량 변화에 따른 2성분 박막형 시멘트 모르타르계 주차장 바닥용 표면 마감재의 휨-압축강도비와 윤하중 저항성능간의 상관성 분석
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  • 백시멘트와 조강성 분말수지 첨가량 변화에 따른 2성분 박막형 시멘트 모르타르계 주차장 바닥용 표면 마감재의 휨-압축강도비와 윤하중 저항성능간의 상관성 분석
  • Correlation Analysis between Resistance-Wheel Moving Load and Flexural-Compressive Strength Ratio of 2-Ingredients Thin-Film Type Cement Based Mortar Surface Finishing Material for Parking Slab according to the Changing the content of White Portland Cement
저자명
채우병,박신준,오상근,서상교,Chae. Woo-Byung,Park. Shin-Jun,Oh. Sang-Keun,Seo. Sang-Kyo
간행물명
大韓建築學會論文集 : Journal of the architectural institute of Korea : Structure & construction / 構造系
권/호정보
2010년|26권 6호|pp.85-92 (8 pages)
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이 논문은 한국과학기술정보연구원과 논문 연계를 통해 무료로 제공되는 원문입니다.
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기타언어초록

Since the finishing materials of the concrete slabs in the indoor parking area which emit environmentally contaminated substance above standard level had been restricted by the law for the indoor air quality management, there has been increased interests in the usage of the cement based mortar as a surface finishing materials of the indoor parking slab. The present paper aims to find the possibility of the 2-Ingredients thin film type cement based mortar as a surface finishing materials of the indoor parking slab, satisfying the standard of KS F 4937(Surface finishing material for parking slab) which regulate the acceptance testing method for the resistance-wheel moving load when it is constructed within around the 1.0mm of thickness. The developed surface material is made with the varied component ratio of both content of white portland cement(WPC) and redispersible polymer powder(RPP). Tests on the flexural strength, compression strength and resistance-wheel moving load have been carried out. The results of the experiments show that there is no correlation between the resistance-wheel moving load and the single value of flexural strength and compression strength. It is also revealed that most of test results are satisfying the standard of KS F 4937 when flexural-compressive strength ratio is within the range of 0.40 to 0.45. It is concluded that there is close correlation between the resistance-wheel moving load and the flexural-compressive strength ratio.