고유동 자기충전 콘크리트와 이형철근의 부착특성 = The Bond Characteristics of Deformed Bars in High Flowing Self-Compacting Concrete

국문 초록 (Abstract)

본 연구에서는 콘크리트와 철근과의 부착강도에 영향을 미치는 요인 중 철근의 위치를 수평하부철근(Horizontal reinforcement at Bottom position, HB), 수평상부철근(Horizontal reinforcement at Top position, HT), 및 수직철근(Vertical reinforcement type, V)으로 변화시킨 시험체를 제작하여 3수준의 콘크리트 강도 변화(30, 50 및 70 ㎫)에 따른 고유동 자기충전 콘크리트(High flowing Self-compacting Concrete, HSCC) 및 일반콘크리트(Conventional Concrete, CC)와 이형철근의 부착 특성을 비교ㆍ분석 하였다. HSCC 및 CC의 상부근 철근계수를 평가하기 위하여 HB/HT 철근의 부착강도비를 측정한 결과 50 및 70 ㎫의 경우 HB/HT의 부착강도비는 1.3이하로 나타났으며, 30 ㎫의 경우 HSCC 및 CC에서 각각 1.2 및 2.1로 나타났다. 따라서 HSCC 30, 50 및 70 ㎫의 경우 콘크리트구조설계기준(2007) 정착길이 설계시 상부근 계수에 제시되는 수평상부철근에 대한 정착길이 보정계수를 CC의 1.3보다는 감소시켜 적용하는 것이 바람직할 것으로 판단된다.

다국어 초록 (Multilingual Abstract)

This study was intended to compare and evaluate the adhesion of High flowing Self-compacting Concrete (HSCC), Conventional Concrete (CC) and deformed bar based on concrete strength 3 (30, 50 and 70 ㎫), among the factors affecting the bond strength between concrete and rebar, after fabricating the specimen by modifying the rebar position at Horizontal reinforcement at bottom position (HB), horizontal reinforcement at top position (HT) and vertical reinforcement type (V). As a result of measuring bond strength of HB/HT rebar to evaluate the factor of the rebar at top position, the bond strength of HB/HT rebar at 50 and 70 ㎫ was 1.3 or less and at 30 ㎫, HSCC and CC appeared to be 1.2 and 2,1, respectively. Thus, when designing the anchorage length according to the concrete structure design standard (2007) at HSCC 30, 50 and 70 ㎫, it would be desirable to reduce the correction factor of anchorage length of the horizontal reinforcement at top position, which is suggested for the reinforcement at top position, to less than 1.3 of CC.

목차 (Table of Contents)

• Abstract
• 요지
• 1. 서론
• 2. 실험개요
• 3. 실험결과 및 고찰
• 4. 결론
• 감사의 글
• 참고문헌

참고문헌 (Reference)

1 한국콘크리트학회, "콘크리트 구조설계기준"

2 최연왕, "중탄산칼슘 사용 보통강도 자기충전 콘크리트의 배합에 대한 연구" 대한토목학회 23 (23): 627-637, 2003

3 전수만, "순환골재 콘크리트와 이형철근의 부착특성" 한국콘크리트학회 20 (20): 165-173, 2008

4 최연왕, "고유동 자기충전 콘크리트의 압축 강도수준별 배합특성" 대한토목학회 29 (29): 163-169, 2009

5 원종필, "강섬유보강 고강도 콘크리트와 고장력 철근의 부착특성" 한국콘크리트학회 19 (19): 631-637, 2007

6 日本土木學會, "高流動 ユソクリト施工指針"

7 Bouzou, N, "Self-compacting concrete incorporating" 31 (31): 413-420, 2001

8 CSA standard, "S806-02 Design and Construction of Building Components with Fiber-Reinforced Polymers" Canadian Standard Association 2002

9 Zhu, W, "Permeation properties of self-compacting concrete" 33 (33): 921-926, 2003

10 Fernando, M.A.F, "Bond-slip behavior of self-compacting concrete and vibrated concrete using pull-out and beam tests" 41 (41): 1073-1089, 2008

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12 Xiao, J, "Bond behaviour between recycled aggregate concrete and steel rebars" 21 (21): 395-401, 2007

13 Choi, Y.W, "An experimental research on the fluidity and mechanical properties of high-strength lightweight self-compacting concrete" 36 (36): 1595-1602, 2006

14 Su, N, "A simple mix design method for self-compacting concrete" 31 (31): 1799-1807, 2001

15 Su, N, "A new method for the mix design of medium strength flowing concrete with low cement content" 25 (25): 215-222, 2003