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"text": "H19", "handle": "219C8"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34004.1, "y": 15763.7, "h": 150.0, "text": "※ 띠철근 배근 상세", "handle": "21A43"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 14441.9, "h": 150.0, "text": "배근 간격의 1/2지점에 첫 번째 띠철근이 위치", "handle": "21A44"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 14944.5, "h": 150.0, "text": "2. 시공 이음부 첫번째 배근 위치", "handle": "21A45"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 14695.7, "h": 150.0, "text": "- 단면 변화부(기초상단, 코핑하단)에서 일반구간", "handle": "21A46"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 14180.7, "h": 150.0, "text": "하도록 하여 시공 이음부에 띠철근이 배근되지", "handle": "21A47"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 15486.9, "h": 150.0, "text": "1. 띠철근 배근 간격", "handle": "21A48"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 15238.1, "h": 150.0, "text": "- 압축부재의 최소치수 이하 또는 300mm 이하", "handle": "21A49"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 13099.6, "h": 150.0, "text": "- 1/2지점에 첫 번째 띠철근이 위치하도록", "handle": "21A4A"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 13602.1, "h": 150.0, "text": "3. 축방향 철근이 원형으로 배치된 경우", "handle": "21A4B"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 13353.4, "h": 150.0, "text": "- 원형 띠철근의 이음 부분이 엇갈리도록 배치", "handle": "21A4C"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 13919.6, "h": 150.0, "text": "않도록 함.", "handle": "21A4D"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 12845.7, "h": 150.0, "text": "배근하여 시공.", "handle": "21A4E"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5854.8, "h": 150.0, "text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.", "handle": "21A4F"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 6190.8, "h": 150.0, "text": "1. 말뚝 시공시 현장여건에 맞게 변경할 수 있으며, 감독원 및 김리원의 승인을 득한 후 변경할 수 있다.", "handle": "21A50"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5518.8, "h": 150.0, "text": "3. 속채움 콘크리트의 규격은 fck=27 MPa", "handle": "21A51"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5182.8, "h": 150.0, "text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.", "handle": "21A52"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 4846.8, "h": 150.0, "text": "5. 시공발주 후 시공상세도 작성시 가설 및 장비진입을 위한 상세 가도계획 및 교통처리계획 을", "handle": "21A53"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 4510.8, "h": 150.0, "text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.", "handle": "21A54"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32875.2, "h": 200.0, "text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "handle": "21A5D"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33341.8, "h": 200.0, "text": "한계상태 설계법", "handle": "21A5E"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33808.5, "h": 200.0, "text": "KL-510, 표준차로하중", "handle": "21A5F"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33343.7, "h": 200.0, "text": "설계 방법", "handle": "21A60"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 32188.2, "h": 200.0, "text": "재     료", "handle": "21A61"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33808.5, "h": 200.0, "text": "설계 하중", "handle": "21A62"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31941.8, "h": 200.0, "text": "철      근 : fy=500MPa (기둥, 기초부)", "handle": "21A64"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32408.5, "h": 200.0, "text": ": fck=27MPa (기초부)", "handle": "21A66"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31475.2, "h": 200.0, "text": ": fy=400MPa (코핑부)", "handle": "21A67"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 11513.5, "y": 11545.6, "h": 150.0, "text": "1.000", "handle": "21A70"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 9077.1, "y": 11545.6, "h": 150.0, "text": "4.175", "handle": "21A73"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 4594.9, "y": 7175.6, "h": 150.0, "text": "버림 CON'C fck = 15 MPa", "handle": "21B67"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5125.8, "y": 6123.4, "h": 150.0, "text": "L=25.9M)", "handle": "21B6A"}, {"dwg": "D1", "layer": 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