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논문 기본 정보

자료유형
학위논문
저자정보

엄인혁 (부산대학교, 부산대학교 대학원)

지도교수
김영수
발행연도
2013
저작권
부산대학교 논문은 저작권에 의해 보호받습니다.

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The purpose of this study is to investigate the mechanical property and carbonation resistance of concretes using lightweight aggregate coated surface finishing materials. In order to evaluate mechanical property and carbonation resistance of concrete, slump, air amount, air-dried unit volume weight, compressive strength, and carbonation
depth are tested.
The results of experimentation are as follow;
1) From the result of measuring absorbtion of aggregates, while absorbtion of non-coating lightweight aggregate measured 5.30%, that of coating lightweight aggregate measured 1.33~1.40%.
Therefore, coating lightweight aggregate by surface finishing materials has the outstanding reduction effect on absorbtion of lightweight aggregate.
2) In unit volume weight of concrete, air-dried unit volume weight of concrete using coating lightweight aggregate measured 1,739~1,806kg/m3. Therefore, it is found that when using coating lightweight aggregate, it is possible to be weight lightening as much as 1.37~5.02%, compared to concrete using non-coating lightweight aggregate.
3) When using coating aggregate, compressive strength measured 82.7~95.9% of compressive strength of concrete at 28 day using non-coating aggregate. It is found that compressive strength tend to decrease with coating lightweight aggregate. However, all concretes using coating lightweight aggregate except O-LWAC were satisfied with criteria on 28 day compressive strength suggested in KS. Thus, it is found that coating light weight aggregate is available as coarse aggregate for concrete.
4) From the result of measuring carbonation depth, in case of using water-repellent agent, carbonation depth reduced as much as 2.6~6.1%. On the other hand, when using polymer waterproof agent, carbonation depth reduced as much as 8.6~12.0%.
Consequently, for the improvement of carbonation resistance, polymer waterproof agent was more effective than water-repellent agent. Especially, epoxy showed the most outstanding performance.
5) From the result of estimating carbonation depth in ambient condition, using non-coating lightweight aggregate measured 52 year of persisting period, while using coating lightweight aggregate measured 55 year and over. Especially, it is found that although persisting period exceed 60 year, concrete using polymer waterproof agent is safe.
As mentioned above, it is found that lightweight aggregates coating by surface finishing materials has the benefit effects such as absorbtion reduction of lightweight aggregate and improvement of carbonation resistance.

목차

목 차 1
Ⅰ. 서 론 5
1.1 연구배경 및 목적 5
1.2 연구범위 및 방법 6
1.3 기존 연구의 동향 9
Ⅱ. 경량골재콘크리트와 콘크리트 탄산화에 대한 이론적 고찰 11
2.1 경량골재의 특성 11
2.1.1 분류 11
2.1.2 입도 12
2.1.3 입형 및 표면구조 13
2.1.4 밀도 14
2.1.5 단위용적질량 15
2.1.6 흡수율 15
2.1.7 강도 17
2.2 경량골재콘크리트의 특성 18
2.2.1 분류 18
2.2.2 단위용적질량 19
2.2.3 압축강도 21
2.3 콘크리트 탄산화 24
2.3.1 메커니즘 24
2.3.2 주요인자 25
2.3.3 콘크리트의 탄산화모델 30
2.2.4 탄산화에 의한 철근부식 33
Ⅲ. 실험계획 35
3.1 시편계획 35
3.1.1 실험인자 및 수준 35
3.1.2 코팅 경량골재 제작 36
3.1.3 시편 제작 및 양생방법 38
3.2 사용재료 39
3.2.1 시멘트 39
3.2.2 골재 39
3.2.3 표면 코팅제 40
3.2.4 고성능AE감수제 41
3.3 시험방법 42
3.3.1 골재의 밀도와 흡수율 42
3.3.2 공기량 43
3.3.3 슬럼프 44
3.3.4 단위용적질량 44
3.3.5 압축강도 45
3.3.6 촉진 탄산화 47
3.3.7 콘크리트의 탄산화 깊이 예측 48
Ⅳ. 실험결과 및 고찰 49
4.1 경량골재의 흡수율 및 밀도 49
4.2 코팅 경량골재콘크리트의 물리적 특성 52
4.2.1 공기량 및 슬럼프 52
4.2.2 압축강도 53
4.2.3 기건 단위용적질량 57
4.3 코팅 경량골재콘크리트의 탄산화 59
4.3.1 탄산화 촉진재령에 따른 탄산화 깊이 59
4.3.2 탄산화 속도계수를 이용한 내구연한 예측 62
Ⅴ. 결 론 65
참고문헌 67
Abstract 71

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