고온양생을 실시한 180MPa급 초고강도 콘크리트 시공이음부의 경사전단 접착성능 평가에 관한 실험적 연구An Experimental Study on the Slant Shear Bond Performance Evaluation of Construction Joint of 180MPa Ultra-High Strength Concrete Cured by High Temperature Method
- Other Titles
- An Experimental Study on the Slant Shear Bond Performance Evaluation of Construction Joint of 180MPa Ultra-High Strength Concrete Cured by High Temperature Method
- Authors
- 박진호; 이한승
- Issue Date
- Oct-2014
- Publisher
- 한국콘크리트학회
- Citation
- 한국콘크리트학회 2014 년도 가을 학술대회 논문집, pp 555 - 556
- Pages
- 2
- Indexed
- OTHER
- Journal Title
- 한국콘크리트학회 2014 년도 가을 학술대회 논문집
- Start Page
- 555
- End Page
- 556
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/21559
- Abstract
- 본 논문에서는 이종 압축강도 콘크리트의 경사전단 접착성능을 평가하기 위해 이종강도 및 면 처리 방법에 따른 경사전단 접착강도 실험을 실시하였다. 실험결과 120MPa+180MPa의 Wire-brush 처리한 경우가 28.06 MPa 이상으로 가장 높게 나타났으며, 180MPa+180MPa의 무처리의 경우가 0.74MPa로 가장 낮게 측정되었다
In this study, Slant shear tests were conducted to evaluate the shear strength of concrete by different compressive strength and interface treatment. As a result of this study, the highest shear bond strength achieved was 28.06MPa for 120MPa+180MPa specimen wire-brushed interface treatment. The lowest shear bond strength achieved was 0.74MPa for 180MPa+180MPa specimen without interface treatment.
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