목 차 (Contents)
1. 총 칙
1.1 목적 ···········································3
1.2 적용 범위 ········································4
1.3 용어 정의 ········································5
1.4 관련기준 ·········································8
2. 재 료
2.1 시멘트 ·········································11
2.1.1 종류 및 품질기준 ···································11
2.1.2 포장, 운반 및 저장 ··································13
2.1.3 시험 및 승인 ·····································15
2.2 잔골재 ·········································16
2.2.1 정의 및 종류 ·····································16
2.2.2 품질기준 ·······································18
2.2.3 저장 ·········································22
2.3 굵은 골재 ········································23
2.3.1 정의 및 종류 ·····································23
2.3.2 품질기준 ·······································25
2.3.3 저장 ·········································30
2.4 물 ···········································31
2.5 혼화재료 ········································31
2.5.1 정의 및 종류 ·····································31
2.5.2 품질 기준 ·······································35
2.6 기타 재료 ········································38
2.6.1 양생 재료 ·······································38
2.6.2 강재 ·········································39
2.6.3 거푸집 재료 ······································39
2.6.4 분리막 ········································40
3. 시 공
3.1 시공 일반 ········································43
3.2 시공 장비 ········································44
3.3 포설 현장 준비 ·····································52
3.4 배 합 ··········································57
3.4.1 시공 일반 ·······································57
3.4.2 배합 기준 ·······································57
3.4.3 시방 배합 ·······································58
3.4.4 현장 배합 ·······································58
3.5 시험 포장 ········································59
3.6 시멘트 콘크리트 제조 ··································60
3.6.1 재료의 계량 ······································60
3.6.2 비비기 ········································60
3.6.3 레디믹스드 시멘트 콘크리트 ······························61
3.6.4 시멘트 콘크리트의 운반 ································61
3.6.5 기상 조건 ·······································62
3.7 다웰바 ·········································63
3.7.1 다웰바의 시공상태 기준 ································64
3.7.2 다웰바 시공방법 ····································67
3.7.3 다웰바 어셈블리의 형태 ································70
3.7.4 다웰바 어셈블리 보관방법 ·······························71
3.7.5 다웰바 어셈블리 고정방법 ·······························72
3.8 시멘트 콘크리트 포설 및 다짐 ······························75
3.9 표면 마무리 ·······································81
3.10 양 생 ·········································84
3.11 줄눈 절단 ·······································88
3.11.1 줄눈 일반 ······································88
3.11.2 줄눈 시공 ······································90
3.12 줄눈재 설치 ······································98
3.13 포장면 보호 및 교통 개방 ·······························101
4. 특수 부위 시멘트 콘크리트 포설
4.1 개요 ··········································105
4.2 접속슬래브 및 철근보강 시멘트 콘크리트 슬래브 ·····················106
ⅳ 시멘트 콘크리트 포장 생산 및 시공 지침
4.3 터널내 시멘트 콘크리트 포장 ······························108
4.4 보도, 자전거도 등의 시멘트 콘크리트 포장 ························111
5. 특수기상 조건에서의 시멘트 콘크리트
5.1 개요 ··········································115
5.2 서중 시멘트 콘크리트 ··································116
5.3 한중 시멘트 콘크리트 ··································119
6. 품질관리
6.1 개요 ··········································125
6.2 품질 시험 ·······································126
6.3 품질 및 규격의 관리 ··································130
6.4 검사 ··········································136
참고문헌 ··········································139
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