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논문 기본 정보

자료유형
학위논문
저자정보

김진성 (경북대학교, 경북대학교 대학원)

지도교수
최형길
발행연도
2020
저작권
경북대학교 논문은 저작권에 의해 보호받습니다.

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이 논문의 연구 히스토리 (2)

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In this study, the properties of the polymer aqueous solution and the epoxy emulsion were investigated as a way to improve the performance of the red clay binder for application to the rammed earth construction, which is one of the soil construction methods. First, the curing properties, deformation, and microstructure analysis of red clay binders to which the polymer aqueous solution was added were evaluated, and the properties of red clay binders were examined by adding an epoxy emulsion to express the strength at an early
age to be applied to the automated wall forming method. The results of this study are as follows.

1) When the aqueous polymer solution and the epoxy emulsion were added to the red clay binder, the compressive strength of the red clay binder tended to increase. In the case of the polymer aqueous solution, the silica particles and water of the ocher were efficiently hydrogen-bonded by Poly(AA-co-AM), the polymer solids incorporated, and in the case of the epoxy emulsion, the structure of the red clay particles due to the curing mechanism through molecular bonding of epoxy and hardner. It is believed that this is due to the enhancement of the strength of the red clay binder.

2) As a result of observing water loosening by adding a polymer aqueous solution and an epoxy emulsion to the red clay binder, it was found that when the coating agent for water repellency was not applied to the surface of the red clay binder, water resistance was not secured. When applied, it was found that the red clay binder secured water resistance. Therefore, it is considered that countermeasures, such as application of a coating agent for water resistance, will be necessary in the future field application.

3) When the aqueous polymer solution and the epoxy emulsion were added to the red clay binder, the shrinkage deformation of the red clay binder increased as a whole. Particularly, when an epoxy emulsion was added, condensation of the red clay binder at an early age occurred, and it was shown that the shrinkage strain increased with a linear behavior, and it is judged that additional review of the shrinkage cracking method is needed.

4) As a result of examining the microstructure analysis by adding the polymer aqueous solution and the epoxy emulsion to the red clay binder, the plate shape was observed on the surface of the red clay binder compared to the case where the polymer aqueous solution and the epoxy emulsion were not added as a whole. In addition, pores with an average diameter of 104 to 105 nm were formed as a whole. In the case of the polymer aqueous solution, the bonding gap between the molecules for forming the polymer solid is formed as a void, and in the case of the epoxy emulsion, it is thought that the gap between the bound particles occurs due to strong agglomeration at an early age and is formed as a void.

목차

제 1 장 서 론 1
1.1. 연구의 배경 및 목적 1
1.2. 연구의 방법 및 범위 4
1.3. 연구 동향 7
제 2 장 흙건축 및 고분자수용액에 관한 기존문헌 고찰 12
2.1. 흙의 개요 12
2.1.1. 흙의 입도별 분포 12
2.1.2. 흙의 반응 메커니즘 13
2.2. 흙건축의 개요 16
2.2.1. 흙건축 현황 16
2.2.2. 담틀(흙다짐)공법 17
2.2.3. 담틀공법의 재료적 특성 18
2.3. 고분자수용액의 개요 21
2.3.1. 고분자수용액의 반응 메커니즘 21
2.3.2. 고분자수용액의 적용 사례 22
2.4. 흙건축에 관련한 연구 사례 검토 24
2.4.1. 흙건축 재료의 역학적 특성 평가에 관한 연구 24
2.4.2. 황토 결합재의 기초물성에 관한 실험적 연구 25
제 3 장 고분자수용액을 첨가한 황토 결합재의 성능 평가 27
3.1. 개요 27
3.2. 예비실험 28
3.2.1. 황토 결합재의 적정함수율 선정 28
3.2.2. 황토 결합재의 최적압밀도 선정 30
3.3. 실험계획 및 방법 33
3.3.1. 사용재료 33
3.3.2. 실험계획 34
3.3.3. 실험방법 34
3.4. 실험결과 및 고찰 40
3.4.1. 압축강도 40
3.4.2. 물풀림 41
3.4.3. 수축변형 및 질량변화율 45
3.4.4. X-선 형광 분석 47
3.4.5. X-선 회절 분석 48
3.4.6. 미세구조 분석 50
3.5. 소결론 59
제 4 장 에폭시에멀션을 첨가한 황토 결합재의 성능 평가 61
4.1. 개요 61
4.2. 예비 실험 64
4.3. 실험계획 및 방법 66
4.3.1. 사용재료 66
4.3.2. 실험계획 67
4.3.3. 실험방법 68
4.4. 실험결과 및 고찰 70
4.4.1. 압축강도 70
4.4.2. 물풀림 71
4.4.3. 수축변형 및 질량변화율 74
4.4.4. 미세구조 분석 76
4.4.5. 양생 조건에 따른 압축강도 80
4.5. 소결론 82
제 5 장 종합 결론 84
참고문헌 86
영문초록 91

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