- Code\rebar_pipeline, review_pipeline, pier-program을 정션에서 실제 폴더로 전환 - Code\rhino_mcp 및 CLAUDE_rhino배경.md 추가, .mcp.json은 PYTHONPATH로 새 위치 사용 - pier-program 내부 .git 제거(이력은 backup\pier-program_20261028.bundle에 보관) - worktree 가이드 반영(CLAUDE.local.md, HANDOFF.md) - D:\Rhino-MCP 경로 참조를 새 위치로 치환 Co-Authored-By: Claude Sonnet 5.5 <noreply@anthropic.com>
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17561.6, "h": 150.0, "text": "C13", "handle": "3AB1E"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32731.1, "y": 17472.8, "h": 150.0, "text": "H25", "handle": "3AB1F"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32187.7, "y": 16811.6, "h": 150.0, "text": "C12", "handle": "3AB20"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32731.1, "y": 16722.8, "h": 150.0, "text": "H25", "handle": "3AB21"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32084.7, "y": 19305.9, "h": 150.0, "text": "C5", "handle": "3AB22"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32577.0, "y": 19217.1, "h": 150.0, "text": "H29", "handle": "3AB23"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32095.4, "y": 19970.5, "h": 150.0, "text": "C2", "handle": "3AB24"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32587.7, "y": 19881.7, "h": 150.0, "text": "H29", "handle": "3AB25"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 10317.2, "y": 19166.6, "h": 150.0, "text": "C3", "handle": "3AB26"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 10809.5, "y": 19077.8, "h": 150.0, "text": "H29", "handle": "3AB27"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 15382.3, "y": 20769.4, "h": 150.0, "text": "C2", "handle": "3AB28"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 15874.5, "y": 20680.6, "h": 150.0, "text": "H29", "handle": "3AB29"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 14825.3, "y": 16650.1, "h": 150.0, "text": "C14", "handle": "3AB2A"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 15368.7, "y": 16561.3, "h": 150.0, "text": "H25", "handle": "3AB2B"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 14334.1, "y": 16060.8, "h": 150.0, "text": "C13", "handle": "3AB2C"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 14877.5, "y": 15972.0, "h": 150.0, "text": "H25", "handle": "3AB2D"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 15831.0, "y": 17090.4, "h": 150.0, "text": "C11", "handle": "3AB2E"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 16374.4, "y": 17001.6, "h": 150.0, "text": "H25", "handle": "3AB2F"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 17604.8, "y": 20769.4, "h": 150.0, "text": "C16", "handle": "3AB30"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 18148.2, "y": 20680.6, "h": 150.0, "text": "H19", "handle": "3AB31"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 13078.1, "y": 20205.8, "h": 150.0, "text": "C17", "handle": "3AB32"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 13621.5, "y": 20117.0, "h": 150.0, "text": "H19", "handle": "3AB33"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 5221.3, "y": 28496.7, "h": 150.0, "text": "C9", "handle": "3AB34"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 5713.5, "y": 28407.9, "h": 150.0, "text": "H25", "handle": "3AB35"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 9385.1, "y": 24344.5, "h": 150.0, "text": "C7", "handle": "3AB36"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 9877.4, "y": 24255.8, "h": 150.0, "text": "H29", "handle": "3AB37"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 9193.4, "y": 28496.7, "h": 150.0, "text": "C1", "handle": "3AB38"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 9685.7, "y": 28407.9, "h": 150.0, "text": "H29", "handle": "3AB39"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34004.1, "y": 15763.7, "h": 150.0, "text": "※ 띠철근 배근 상세", "handle": "3ABB4"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34579.7, "y": 14441.9, "h": 150.0, "text": "배근 간격의 1/2지점에 첫 번째 띠철근이 위치", "handle": "3ABB5"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34241.2, "y": 14944.5, "h": 150.0, "text": "2. 시공 이음부 첫번째 배근 위치", "handle": "3ABB6"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34407.7, "y": 14695.7, "h": 150.0, "text": "- 단면 변화부(기초상단, 코핑하단)에서 일반구간", "handle": "3ABB7"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34579.7, "y": 14180.7, "h": 150.0, "text": "하도록 하여 시공 이음부에 띠철근이 배근되지", "handle": "3ABB8"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34241.2, "y": 15486.9, "h": 150.0, "text": "1. 띠철근 배근 간격", "handle": "3ABB9"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34407.7, "y": 15238.1, "h": 150.0, "text": "- 압축부재의 최소치수 이하 또는 300mm 이하", "handle": "3ABBA"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34407.7, "y": 13099.6, "h": 150.0, "text": "- 1/2지점에 첫 번째 띠철근이 위치하도록", "handle": "3ABBB"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34241.2, "y": 13602.1, "h": 150.0, "text": "3. 축방향 철근이 원형으로 배치된 경우", "handle": "3ABBC"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34407.7, "y": 13353.4, "h": 150.0, "text": "- 원형 띠철근의 이음 부분이 엇갈리도록 배치", "handle": "3ABBD"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34579.7, "y": 13919.6, "h": 150.0, "text": "않도록 함.", "handle": "3ABBE"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34579.7, "y": 12845.7, "h": 150.0, "text": "배근하여 시공.", "handle": "3ABBF"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37591.2, "y": 5854.8, "h": 150.0, "text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.", "handle": "3ABC0"}, {"dwg": "D1", "layer": "CS-TEXT", "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": "3ABC1"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37591.2, "y": 5518.8, "h": 150.0, "text": "3. 속채움 콘크리트의 규격은 fck=27 MPa", "handle": "3ABC2"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37591.2, "y": 5182.8, "h": 150.0, "text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.", "handle": "3ABC3"}, {"dwg": "D1", "layer": "CS-TEXT", "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": "3ABC4"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37591.2, "y": 4510.8, "h": 150.0, "text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.", "handle": "3ABC5"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32875.2, "h": 200.0, "text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "handle": "3ABCE"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33341.8, "h": 200.0, "text": "한계상태 설계법", "handle": "3ABCF"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33808.5, "h": 200.0, "text": "KL-510, 표준차로하중", "handle": "3ABD0"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33343.7, "h": 200.0, "text": "설계 방법", "handle": "3ABD1"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 32188.2, "h": 200.0, "text": "재 료", "handle": "3ABD2"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33808.5, "h": 200.0, "text": "설계 하중", "handle": "3ABD3"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31941.8, "h": 200.0, "text": "철 근 : fy=500MPa (기둥, 기초부)", "handle": "3ABD5"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32408.5, "h": 200.0, "text": ": fck=27MPa (기초부)", "handle": "3ABD7"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31475.2, "h": 200.0, "text": ": fy=400MPa (코핑부)", "handle": "3ABD8"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 11513.5, "y": 11545.6, "h": 150.0, "text": "1.000", "handle": "3ABDF"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 9077.1, "y": 11545.6, "h": 150.0, "text": "3.675", "handle": "3ABE2"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5094.9, "y": 7175.6, "h": 150.0, "text": "버림 CON'C fck = 15 MPa", "handle": "3AD10"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5625.8, "y": 6123.4, "h": 150.0, "text": "L=25.1M)", "handle": "3AD13"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5421.3, "y": 6333.4, "h": 150.0, 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