• Title/Summary/Keyword: form demolding timing

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Regression analysis of the correlation between ultrasonic pulse velocity and strength to examine the demoulding time of non-sintered hwangto concrete (비소성 황토 콘크리트의 거푸집 탈형 시점 검토를 위한 초음파속도와 강도의 상관관계 회귀 분석)

  • Nam, Young-Jin;Kim, Won-Chang;Ryu, Jung-Lim;Choi, Hee-Yong;Choi, Hyeong-Gil;Lee, Tae-Gyu
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.159-160
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    • 2023
  • Recently, interest in reducing cement has been growing. Hwangto, an eco-friendly material, has advantages such as air purification effect and humidity control, but when used, accidents such as form collapse may occur due to low strength and reduced durability. In order to quantitatively evaluate the timing of mold demolding, we would like to evaluate the timing of mold demolding through correlation with compressive strength using ultrasonic pulse velocity. As a result, the time at which 5 MPa is developed is after 20 hours for the test specimen of W/B 41 , in the case of W/B 33, NC33 and HTC33-15 were equally expressed at 12 hours, and HTC33-30 was expressed at 16 hours.

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A Study on the Analysis of Concrete Vertical form Demolding Timing Considering the Relationship between the Type of Coarse Aggregate and Ultrasonic Pulse Velocity (굵은 골재의 종류와 초음파 속도의 관계성을 고려한 콘크리트 수직 거푸집 해체 시점 분석에 관한 연구)

  • Nam, Young-Jin;Kim, Won-Chang;Choi, Hyeong-Gil;Lee, Tae-Gyu
    • Journal of the Korea Institute of Building Construction
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    • v.23 no.6
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    • pp.683-692
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    • 2023
  • This research assesses the mechanical properties of concrete, utilizing both normal and lightweight aggregates, through measurements of compressive strength and ultrasonic pulse velocity. The study observed that concrete with normal aggregates exhibited higher compressive strength in its initial stages, whereas concrete with lightweight aggregates showed increased strength over time, likely attributed to the higher water absorption rate of lightweight aggregates. Ultrasonic pulse velocity generally registered higher in normal aggregate concrete, barring a specific duration, presumably due to variations in the internal pore structure of the aggregates. The correlation coefficient(R2) for the strength prediction equation, derived from the relationship between compressive strength and ultrasonic pulse velocity, exceeds 0.95. This high correlation suggests that the predictive equation based on these experimental findings is a reliable method for estimating concrete strength.