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T
ahnyongjooandClaude Sonnet 5.5 964a841de1 chore(rebar): Pier_T_rebar 작업 폴더 초기 구성 및 외부 의존 파일 통합 
- 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>
2026-10-28 11:20:18 +09:00

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"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "13.994",
"x": 19438.4,
"y": 27379.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C7": {
"v": 13994,
"hits": [
{
"text": "13.994",
"x": 19438.4,
"y": 27739.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "13.994",
"x": 19438.4,
"y": 27379.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C6": {
"v": 12106,
"hits": [
{
"text": "12.106",
"x": 19438.4,
"y": 29179.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "12.106",
"x": 19438.4,
"y": 28099.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C5": {
"v": 12081,
"hits": [
{
"text": "12.081",
"x": 19438.4,
"y": 29539.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "12.081",
"x": 19438.4,
"y": 28459.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C4": {
"v": 14490,
"hits": [
{
"text": "14.490",
"x": 19438.4,
"y": 29899.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "14.490",
"x": 19438.4,
"y": 28819.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C3": {
"v": 12106,
"hits": [
{
"text": "12.106",
"x": 19438.4,
"y": 29179.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "12.106",
"x": 19438.4,
"y": 28099.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C2": {
"v": 12081,
"hits": [
{
"text": "12.081",
"x": 19438.4,
"y": 29539.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "12.081",
"x": 19438.4,
"y": 28459.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G4.L.C1": {
"v": 14490,
"hits": [
{
"text": "14.490",
"x": 19438.4,
"y": 29899.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
},
{
"text": "14.490",
"x": 19438.4,
"y": 28819.8,
"layer": "CS-TABL-TEX2",
"dwg": "D3",
"kind": "m"
}
],
"shared": 1
},
"expected:G5.el_x.10": {
"v": 43887,
"hits": [
{
"text": "43.887",
"x": 24938.3,
"y": 3894.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.9": {
"v": 43816,
"hits": [
{
"text": "43.816",
"x": 24938.3,
"y": 4374.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.8": {
"v": 43744,
"hits": [
{
"text": "43.744",
"x": 24938.3,
"y": 4854.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.7": {
"v": 43672,
"hits": [
{
"text": "43.672",
"x": 24938.3,
"y": 5334.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.6": {
"v": 43600,
"hits": [
{
"text": "43.600",
"x": 24938.3,
"y": 5814.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.5": {
"v": 43912,
"hits": [
{
"text": "43.912",
"x": 24938.3,
"y": 6294.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.4": {
"v": 43840,
"hits": [
{
"text": "43.840",
"x": 24938.3,
"y": 6774.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.3": {
"v": 43768,
"hits": [
{
"text": "43.768",
"x": 24938.3,
"y": 7254.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.2": {
"v": 43697,
"hits": [
{
"text": "43.697",
"x": 24938.3,
"y": 7734.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
},
"expected:G5.el_x.1": {
"v": 43625,
"hits": [
{
"text": "43.625",
"x": 24938.3,
"y": 8214.5,
"layer": "CS-TABL-TEX2",
"dwg": "D2",
"kind": "m"
}
],
"shared": 2
}
},
"landmarks": [
{
"text": "평면도",
"x": 11401.6,
"y": 32024.5,
"dwg": "D1"
},
{
"text": "※ 띠철근 배근 상세",
"x": 33944.1,
"y": 15763.7,
"dwg": "D1"
},
{
"text": "배근 간격의 1/2지점에 첫 번째 띠철근이 위치",
"x": 34519.7,
"y": 14441.9,
"dwg": "D1"
},
{
"text": "2. 시공 이음부 첫번째 배근 위치",
"x": 34181.2,
"y": 14944.5,
"dwg": "D1"
},
{
"text": "- 단면 변화부(기초상단, 코핑하단)에서 일반구간",
"x": 34347.7,
"y": 14695.7,
"dwg": "D1"
},
{
"text": "하도록 하여 시공 이음부에 띠철근이 배근되지",
"x": 34519.7,
"y": 14180.7,
"dwg": "D1"
},
{
"text": "1. 띠철근 배근 간격",
"x": 34181.2,
"y": 15486.9,
"dwg": "D1"
},
{
"text": "- 압축부재의 최소치수 이하 또는 300mm 이하",
"x": 34347.7,
"y": 15238.1,
"dwg": "D1"
},
{
"text": "- 1/2지점에 첫 번째 띠철근이 위치하도록",
"x": 34347.7,
"y": 13099.6,
"dwg": "D1"
},
{
"text": "3. 축방향 철근이 원형으로 배치된 경우",
"x": 34181.2,
"y": 13602.1,
"dwg": "D1"
},
{
"text": "- 원형 띠철근의 이음 부분이 엇갈리도록 배치",
"x": 34347.7,
"y": 13353.4,
"dwg": "D1"
},
{
"text": "않도록 함.",
"x": 34519.7,
"y": 13919.6,
"dwg": "D1"
},
{
"text": "배근하여 시공.",
"x": 34519.7,
"y": 12845.7,
"dwg": "D1"
},
{
"text": "단면도",
"x": 29022.8,
"y": 23925.9,
"dwg": "D1"
},
{
"text": "정면도",
"x": 10898.3,
"y": 23367.1,
"dwg": "D1"
},
{
"text": "EL. 43.411",
"x": 4867.8,
"y": 20175.6,
"dwg": "D1"
},
{
"text": "EL. 43.698",
"x": 18443.1,
"y": 20261.8,
"dwg": "D1"
},
{
"text": "EL. 43.555",
"x": 26179.8,
"y": 20319.3,
"dwg": "D1"
},
{
"text": "단면 D-D",
"x": 28517.3,
"y": 30402.2,
"dwg": "D1"
},
{
"text": "단면 E-E",
"x": 34400.9,
"y": 30402.2,
"dwg": "D1"
},
{
"text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.",
"x": 37531.2,
"y": 5854.8,
"dwg": "D1"
},
{
"text": "1. 말뚝 시공시 현장여건에 맞게 변경할 수 있으며, 감독원 및 김리원의 승인을 득한 후 변경할 수 있다.",
"x": 37531.2,
"y": 6190.8,
"dwg": "D1"
},
{
"text": "3. 속채움 콘크리트의 규격은 fck=27 MPa",
"x": 37531.2,
"y": 5518.8,
"dwg": "D1"
},
{
"text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.",
"x": 37531.2,
"y": 5182.8,
"dwg": "D1"
},
{
"text": "5. 시공발주 후 시공상세도 작성시 가설 및 장비진입을 위한 상세 가도계획 및 교통처리계획 을",
"x": 37531.2,
"y": 4846.8,
"dwg": "D1"
},
{
"text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.",
"x": 37531.2,
"y": 4510.8,
"dwg": "D1"
},
{
"text": "콘크리트 : fck=40MPa (기둥, 코핑부)",
"x": 44160.0,
"y": 32875.2,
"dwg": "D1"
},
{
"text": "한계상태 설계법",
"x": 44160.0,
"y": 33341.8,
"dwg": "D1"
},
{
"text": "KL-510, 표준차로하중",
"x": 44160.0,
"y": 33808.5,
"dwg": "D1"
},
{
"text": "설계 방법",
"x": 42534.8,
"y": 33343.7,
"dwg": "D1"
},
{
"text": "재 료",
"x": 42534.8,
"y": 32188.2,
"dwg": "D1"
},
{
"text": "설계 하중",
"x": 42534.8,
"y": 33808.5,
"dwg": "D1"
},
{
"text": "철 근 : fy=500MPa (기둥, 기초부)",
"x": 44160.0,
"y": 31941.8,
"dwg": "D1"
},
{
"text": ": fck=27MPa (기초부)",
"x": 44160.0,
"y": 32408.5,
"dwg": "D1"
},
{
"text": ": fy=400MPa (코핑부)",
"x": 44160.0,
"y": 31475.2,
"dwg": "D1"
},
{
"text": "B5",
"x": 34021.8,
"y": 10822.2,
"dwg": "D1"
},
{
"text": "B8",
"x": 33581.4,
"y": 6934.3,
"dwg": "D1"
},
{
"text": "B6",
"x": 31406.4,
"y": 6934.3,
"dwg": "D1"
},
{
"text": "B7",
"x": 33706.4,
"y": 7595.3,
"dwg": "D1"
},
{
"text": "횡 단 면 도",
"x": 55448.7,
"y": -176250.3,
"dwg": "D1"
},
{
"text": "하부구조 제원",
"x": 77517.6,
"y": -193201.1,
"dwg": "D1"
},
{
"text": "구 분",
"x": 75841.6,
"y": -194275.3,
"dwg": "D1"
},
{
"text": "기초(BXL)",
"x": 81730.9,
"y": -194286.1,
"dwg": "D1"
},
{
"text": "L of SLAB",
"x": 71662.3,
"y": -181678.0,
"dwg": "D1"
},
{
"text": "S=(+)3.000%%%",
"x": 77270.8,
"y": -183824.9,
"dwg": "D1"
},
{
"text": "S=(-)3.000%%%",
"x": 65491.6,
"y": -184065.6,
"dwg": "D1"
},
{
"text": "(LEVEL)",
"x": 72563.6,
"y": -178986.1,
"dwg": "D1"
},
{
"text": "(t=50mm)",
"x": 80471.4,
"y": -182215.8,
"dwg": "D1"
},
{
"text": "콘크리트계교면포장",
"x": 79612.4,
"y": -181658.9,
"dwg": "D1"
},
{
"text": "방음판",
"x": 85291.9,
"y": -181717.6,
"dwg": "D1"
},
{
"text": "중앙부",
"x": 73105.8,
"y": -182232.1,
"dwg": "D1"
},
{
"text": "지점부",
"x": 70962.1,
"y": -182232.1,
"dwg": "D1"
},
{
"text": "버림콘크리트",
"x": 59116.1,
"y": -201944.8,
"dwg": "D1"
},
{
"text": "fck=15MPa",
"x": 59290.4,
"y": -202433.0,
"dwg": "D1"
},
{
"text": "기둥",
"x": 63248.5,
"y": -194725.9,
"dwg": "D1"
},
{
"text": "fck=40MPa",
"x": 62448.1,
"y": -195165.2,
"dwg": "D1"
},
{
"text": "fck=27MPa",
"x": 65271.5,
"y": -200280.1,
"dwg": "D1"
},
{
"text": "기 초",
"x": 66537.2,
"y": -199785.0,
"dwg": "D1"
},
{
"text": "D=600",
"x": 72487.5,
"y": -203459.9,
"dwg": "D1"
},
{
"text": "(h=2.0m)",
"x": 84962.3,
"y": -182303.6,
"dwg": "D1"
},
{
"text": "전답층",
"x": 149767.1,
"y": -187115.5,
"dwg": "D1"
},
{
"text": "풍화토",
"x": 149767.1,
"y": -200615.5,
"dwg": "D1"
},
{
"text": "풍화암",
"x": 149767.1,
"y": -214365.5,
"dwg": "D1"
},
{
"text": "7/30",
"x": 162867.1,
"y": -187791.4,
"dwg": "D1"
},
{
"text": "11/30",
"x": 162867.1,
"y": -188791.4,
"dwg": "D1"
},
{
"text": "12/30",
"x": 162867.1,
"y": -189791.4,
"dwg": "D1"
},
{
"text": "19/30",
"x": 162867.1,
"y": -190791.4,
"dwg": "D1"
},
{
"text": "27/30",
"x": 162867.1,
"y": -191791.4,
"dwg": "D1"
},
{
"text": "33/30",
"x": 162867.1,
"y": -192791.4,
"dwg": "D1"
},
{
"text": "37/30",
"x": 162867.1,
"y": -193791.4,
"dwg": "D1"
},
{
"text": "36/30",
"x": 162867.1,
"y": -194791.4,
"dwg": "D1"
},
{
"text": "50/25",
"x": 162867.1,
"y": -195791.4,
"dwg": "D1"
},
{
"text": "29/30",
"x": 162867.1,
"y": -196791.4,
"dwg": "D1"
},
{
"text": "30/30",
"x": 162867.1,
"y": -197791.4,
"dwg": "D1"
},
{
"text": "31/30",
"x": 162867.1,
"y": -198791.4,
"dwg": "D1"
},
{
"text": "35/30",
"x": 162867.1,
"y": -199791.4,
"dwg": "D1"
},
{
"text": "50/15",
"x": 162867.1,
"y": -206791.4,
"dwg": "D1"
},
{
"text": "50/13",
"x": 162867.1,
"y": -207791.4,
"dwg": "D1"
},
{
"text": "50/10",
"x": 162867.1,
"y": -210791.4,
"dwg": "D1"
},
{
"text": "50/ 8",
"x": 162867.1,
"y": -211791.4,
"dwg": "D1"
},
{
"text": "50/ 3",
"x": 162867.1,
"y": -217791.4,
"dwg": "D1"
},
{
"text": "EL.29.30",
"x": 164229.0,
"y": -181175.4,
"dwg": "D1"
},
{
"text": "NBB",
"x": 160561.7,
"y": -179785.6,
"dwg": "D1"
},
{
"text": "STA.26+873.7",
"x": 163037.5,
"y": -219882.1,
"dwg": "D1"
},
{
"text": "(좌6.2m)",
"x": 165027.0,
"y": -221899.7,
"dwg": "D1"
},
{
"text": "봉황천(지방하천)",
"x": 189191.4,
"y": -196329.0,
"dwg": "D1"
},
{
"text": "(Q=103㎥/s,B=25m)",
"x": 187498.2,
"y": -198543.7,
"dwg": "D1"
},
{
"text": "EL=26.208",
"x": 166415.8,
"y": -193750.1,
"dwg": "D1"
},
{
"text": "(D=600,L=24.4m)",
"x": 188024.6,
"y": -203851.6,
"dwg": "D1"
},
{
"text": "부체도로#01",
"x": 154926.4,
"y": -171116.5,
"dwg": "D1"
},
{
"text": "(B=5.0m)",
"x": 156578.5,
"y": -173973.5,
"dwg": "D1"
},
{
"text": "설 계 사",
"x": 9512.0,
"y": 2415.9,
"dwg": "D1"
},
{
"text": "시 공 사",
"x": 9512.0,
"y": 1874.9,
"dwg": "D1"
},
{
"text": "건설분야",
"x": 9449.7,
"y": 1365.0,
"dwg": "D1"
},
{
"text": "건설단계",
"x": 13649.7,
"y": 1363.0,
"dwg": "D1"
},
{
"text": "날짜",
"x": 20299.9,
"y": 1327.4,
"dwg": "D1"
},
{
"text": "개정번호",
"x": 18104.7,
"y": 1323.4,
"dwg": "D1"
},
{
"text": "검토자",
"x": 31004.9,
"y": 1327.4,
"dwg": "D1"
},
{
"text": "내 용",
"x": 24854.6,
"y": 1320.9,
"dwg": "D1"
},
{
"text": "작성자",
"x": 28604.9,
"y": 1326.4,
"dwg": "D1"
},
{
"text": "시공공구",
"x": 35129.7,
"y": 2419.8,
"dwg": "D1"
},
{
"text": "도면축척",
"x": 35147.2,
"y": 1873.4,
"dwg": "D1"
},
{
"text": "확인자",
"x": 33404.9,
"y": 1325.8,
"dwg": "D1"
},
{
"text": "도 면 명",
"x": 42872.0,
"y": 2448.6,
"dwg": "D1"
},
{
"text": "편철번호",
"x": 42809.7,
"y": 1362.0,
"dwg": "D1"
},
{
"text": "도면번호",
"x": 35147.2,
"y": 1341.5,
"dwg": "D1"
},
{
"text": "적용표준버전",
"x": 49620.0,
"y": 1349.7,
"dwg": "D1"
},
{
"text": "설계공구",
"x": 35129.7,
"y": 2941.9,
"dwg": "D1"
},
{
"text": "노선이정",
"x": 9451.7,
"y": 2943.4,
"dwg": "D1"
},
{
"text": "0.634˚",
"x": 18255.6,
"y": 18110.9,
"dwg": "D2"
},
{
"text": "교축방향",
"x": 4621.7,
"y": 17578.3,
"dwg": "D2"
},
{
"text": "솔플레이트 상세",
"x": 3190.0,
"y": 21958.3,
"dwg": "D2"
},
{
"text": "교량받침 상세",
"x": 12986.6,
"y": 22162.3,
"dwg": "D2"
},
{
"text": "※ 여기서, L : 인접 신축이음부까지 또는 교량 단부까지의 거리 (m)",
"x": 3533.6,
"y": 4204.1,
"dwg": "D2"
},
{
"text": "- 지간 내에 힌지가 있는 경우 : L = L1 + L2",
"x": 4994.6,
"y": 3876.8,
"dwg": "D2"
},
{
"text": "(L1 : 힌지 좌측방향 거리, L2 : 힌지 우측방향 거리)",
"x": 5156.5,
"y": 3593.2,
"dwg": "D2"
},
{
"text": "교량받침 연단거리 검토",
"x": 6995.7,
"y": 6754.6,
"dwg": "D2"
},
{
"text": "솔플레이트 상세 TABLE",
"x": 2530.5,
"y": 13165.6,
"dwg": "D2"
},
{
"text": "교량받침 ELEVATION TABLE",
"x": 26178.6,
"y": 9341.8,
"dwg": "D2"
},
{
"text": "기초 평면도",
"x": 27062.8,
"y": 24372.7,
"dwg": "D2"
},
{
"text": "S=1:60",
"x": 29994.5,
"y": 23772.7,
"dwg": "D2"
},
{
"text": "주철근 조립도(정면도) ②CYCLE",
"x": 37890.6,
"y": 19245.1,
"dwg": "D2"
},
{
"text": "주철근 조립도(정면도) ①CYCLE",
"x": 37573.8,
"y": 29946.4,
"dwg": "D2"
},
{
"text": "구 분",
"x": 4052.2,
"y": 5993.0,
"dwg": "D2"
},
{
"text": "도로교 설계기준",
"x": 9240.9,
"y": 5993.0,
"dwg": "D2"
},
{
"text": "적용거리",
"x": 15298.8,
"y": 5993.0,
"dwg": "D2"
},
{
"text": "필요연단길이",
"x": 3694.3,
"y": 5513.0,
"dwg": "D2"
},
{
"text": "s = 200 + 5.0L = 200 + 5.0 X 50.2 = 451.2mm",
"x": 7809.2,
"y": 5513.0,
"dwg": "D2"
},
{
"text": "472.7mm",
"x": 15349.9,
"y": 5513.0,
"dwg": "D2"
},
{
"text": "필요지지길이",
"x": 3694.3,
"y": 4883.0,
"dwg": "D2"
},
{
"text": "(L=310.193, H=13.481, Theta=4)",
"x": 8473.9,
"y": 4688.0,
"dwg": "D2"
},
{
"text": "N = (200+1.67L+6.66H) x (1+0.000125 Theta^ 2) = 809mm",
"x": 7349.0,
"y": 4883.0,
"dwg": "D2"
},
{
"text": "1503.3mm",
"x": 15298.8,
"y": 4883.0,
"dwg": "D2"
},
{
"text": "C8",
"x": 36958.7,
"y": 15584.0,
"dwg": "D2"
},
{
"text": "C7",
"x": 37123.0,
"y": 26390.7,
"dwg": "D2"
},
{
"text": "교량받침",
"x": 23036.0,
"y": 8694.5,
"dwg": "D2"
},
{
"text": "EL.'X'",
"x": 24938.3,
"y": 8694.5,
"dwg": "D2"
},
{
"text": "3500 kN 교축방향",
"x": 22626.9,
"y": 7254.5,
"dwg": "D2"
},
{
"text": "2800 kN 교축방향",
"x": 22626.9,
"y": 4854.5,
"dwg": "D2"
},
{
"text": "단면 C-C",
"x": 20681.5,
"y": 31057.4,
"dwg": "D2"
},
{
"text": "교좌면 보강 철근1 - 전열",
"x": 6202.8,
"y": 31092.3,
"dwg": "D2"
},
{
"text": "=2.250",
"x": 9853.2,
"y": 29362.8,
"dwg": "D2"
},
{
"text": "18@125",
"x": 9853.2,
"y": 29572.8,
"dwg": "D2"
},
{
"text": "콘크리트 : fck=40MPa (기둥, 코핑부)",
"x": 44160.0,
"y": 32875.2,
"dwg": "D2"
},
{
"text": "한계상태 설계법",
"x": 44160.0,
"y": 33341.8,
"dwg": "D2"
},
{
"text": "KL-510, 표준차로하중",
"x": 44160.0,
"y": 33808.5,
"dwg": "D2"
},
{
"text": "설계 방법",
"x": 42534.8,
"y": 33343.7,
"dwg": "D2"
},
{
"text": "재 료",
"x": 42534.8,
"y": 32188.2,
"dwg": "D2"
},
{
"text": "설계 하중",
"x": 42534.8,
"y": 33808.5,
"dwg": "D2"
},
{
"text": "철 근 : fy=500MPa (기둥, 기초부)",
"x": 44160.0,
"y": 31941.8,
"dwg": "D2"
},
{
"text": ": fck=27MPa (기초부)",
"x": 44160.0,
"y": 32408.5,
"dwg": "D2"
},
{
"text": ": fy=400MPa (코핑부)",
"x": 44160.0,
"y": 31475.2,
"dwg": "D2"
},
{
"text": "100(하면)",
"x": 23262.5,
"y": 22601.3,
"dwg": "D2"
},
{
"text": "100(상면)",
"x": 23262.5,
"y": 22001.3,
"dwg": "D2"
},
{
"text": "상면",
"x": 29133.6,
"y": 21081.3,
"dwg": "D2"
},
{
"text": "하면",
"x": 28602.6,
"y": 21081.3,
"dwg": "D2"
},
{
"text": "구조도",
"x": 34166.6,
"y": 16200.1,
"dwg": "D2"
},
{
"text": "일반도",
"x": 34166.6,
"y": 16952.6,
"dwg": "D2"
},
{
"text": "@500",
"x": 30784.1,
"y": 12391.1,
"dwg": "D2"
},
{
"text": "B12",
"x": 29719.3,
"y": 12494.0,
"dwg": "D2"
},
{
"text": "B11",
"x": 26908.7,
"y": 12494.0,
"dwg": "D2"
},
{
"text": "광주방향",
"x": 20352.8,
"y": 18413.1,
"dwg": "D2"
},
{
"text": "설 계 사",
"x": 9512.0,
"y": 2415.9,
"dwg": "D2"
},
{
"text": "시 공 사",
"x": 9512.0,
"y": 1874.9,
"dwg": "D2"
},
{
"text": "건설분야",
"x": 9449.7,
"y": 1365.0,
"dwg": "D2"
},
{
"text": "건설단계",
"x": 13649.7,
"y": 1363.0,
"dwg": "D2"
},
{
"text": "날짜",
"x": 20299.9,
"y": 1327.4,
"dwg": "D2"
},
{
"text": "개정번호",
"x": 18104.7,
"y": 1323.4,
"dwg": "D2"
},
{
"text": "검토자",
"x": 31004.9,
"y": 1327.4,
"dwg": "D2"
},
{
"text": "내 용",
"x": 24854.6,
"y": 1320.9,
"dwg": "D2"
},
{
"text": "작성자",
"x": 28604.9,
"y": 1326.4,
"dwg": "D2"
},
{
"text": "시공공구",
"x": 35129.7,
"y": 2419.8,
"dwg": "D2"
},
{
"text": "도면축척",
"x": 35147.2,
"y": 1873.4,
"dwg": "D2"
},
{
"text": "확인자",
"x": 33404.9,
"y": 1325.8,
"dwg": "D2"
},
{
"text": "도 면 명",
"x": 42872.0,
"y": 2448.6,
"dwg": "D2"
},
{
"text": "편철번호",
"x": 42809.7,
"y": 1362.0,
"dwg": "D2"
},
{
"text": "도면번호",
"x": 35147.2,
"y": 1341.5,
"dwg": "D2"
},
{
"text": "적용표준버전",
"x": 49620.0,
"y": 1349.7,
"dwg": "D2"
},
{
"text": "설계공구",
"x": 35129.7,
"y": 2941.9,
"dwg": "D2"
},
{
"text": "노선이정",
"x": 9451.7,
"y": 2943.4,
"dwg": "D2"
},
{
"text": "커플러 규격(COUPLER SIZE)",
"x": 40245.4,
"y": 22091.7,
"dwg": "D3"
},
{
"text": "제출하여 승인 후 사용해야 한다",
"x": 40261.6,
"y": 16448.7,
"dwg": "D3"
},
{
"text": "안전여부를 시험한 후 결과를 감독원에게",
"x": 40261.6,
"y": 16868.7,
"dwg": "D3"
},
{
"text": "* NOTE : COUPLER를 선정하기 전에 먼저 SLIP에 대한",
"x": 40261.6,
"y": 17288.7,
"dwg": "D3"
},
{
"text": "커플러 외경",
"x": 32467.9,
"y": 18403.3,
"dwg": "D3"
},
{
"text": "덮개",
"x": 38629.9,
"y": 17805.7,
"dwg": "D3"
},
{
"text": "철근",
"x": 38246.7,
"y": 19649.6,
"dwg": "D3"
},
{
"text": "테이퍼",
"x": 37304.7,
"y": 19792.6,
"dwg": "D3"
},
{
"text": "연결구",
"x": 34774.2,
"y": 19854.1,
"dwg": "D3"
},
{
"text": "커플러",
"x": 33623.5,
"y": 20009.5,
"dwg": "D3"
},
{
"text": "체결후 길이",
"x": 35121.3,
"y": 17776.8,
"dwg": "D3"
},
{
"text": "COUPLER 상세도",
"x": 33557.7,
"y": 20600.1,
"dwg": "D3"
},
{
"text": "S = NONE",
"x": 36644.2,
"y": 20123.7,
"dwg": "D3"
},
{
"text": "XV",
"x": 13949.7,
"y": 8174.8,
"dwg": "D3"
},
{
"text": "이 형 철 근 상 세",
"x": 11050.5,
"y": 16834.8,
"dwg": "D3"
},
{
"text": "(SD500)",
"x": 25502.0,
"y": 31054.8,
"dwg": "D3"
},
{
"text": "(SD400)",
"x": 1752.0,
"y": 31054.8,
"dwg": "D3"
},
{
"text": "기초 조립용 철근",
"x": 38707.0,
"y": 11511.8,
"dwg": "D3"
},
{
"text": "기초 조립용 철근 상세",
"x": 38944.2,
"y": 14833.3,
"dwg": "D3"
},
{
"text": "* NOTE : 전도파괴 되는 것을 방지하기 위하여 조립용 철근을 사각(70°)으로 설치",
"x": 34320.5,
"y": 8268.9,
"dwg": "D3"
},
{
"text": "C1",
"x": 2099.7,
"y": 29899.8,
"dwg": "D3"
},
{
"text": "H29",
"x": 3848.6,
"y": 29899.8,
"dwg": "D3"
},
{
"text": "C2",
"x": 2099.7,
"y": 29539.8,
"dwg": "D3"
},
{
"text": "C3",
"x": 2099.7,
"y": 29179.8,
"dwg": "D3"
},
{
"text": "C4",
"x": 2099.7,
"y": 28819.8,
"dwg": "D3"
},
{
"text": "C5",
"x": 2099.7,
"y": 28459.8,
"dwg": "D3"
},
{
"text": "C6",
"x": 2099.7,
"y": 28099.8,
"dwg": "D3"
},
{
"text": "C7",
"x": 2099.7,
"y": 27739.8,
"dwg": "D3"
},
{
"text": "C8",
"x": 2099.7,
"y": 27379.8,
"dwg": "D3"
},
{
"text": "6.753(6%%%)",
"x": 24091.8,
"y": 27019.8,
"dwg": "D3"
},
{
"text": "C9",
"x": 2099.7,
"y": 26659.8,
"dwg": "D3"
},
{
"text": "H25",
"x": 3848.6,
"y": 26659.8,
"dwg": "D3"
},
{
"text": "2.956~1.376",
"x": 7039.5,
"y": 26659.8,
"dwg": "D3"
},
{
"text": "C10",
"x": 2048.6,
"y": 26299.8,
"dwg": "D3"
},
{
"text": "C11",
"x": 2048.6,
"y": 25939.8,
"dwg": "D3"
},
{
"text": "2.956~1.664",
"x": 7039.5,
"y": 25939.8,
"dwg": "D3"
},
{
"text": "C12",
"x": 2048.6,
"y": 25579.8,
"dwg": "D3"
},
{
"text": "12.228~3.151",
"x": 5488.4,
"y": 25579.8,
"dwg": "D3"
},
{
"text": "C13",
"x": 2048.6,
"y": 25219.8,
"dwg": "D3"
},
{
"text": "12.167~12.044",
"x": 5437.2,
"y": 25219.8,
"dwg": "D3"
},
{
"text": "8.036(6%%%)",
"x": 24091.8,
"y": 24859.8,
"dwg": "D3"
},
{
"text": "C14",
"x": 2048.6,
"y": 23779.8,
"dwg": "D3"
},
{
"text": "C15",
"x": 2048.6,
"y": 23419.8,
"dwg": "D3"
},
{
"text": "C16",
"x": 2048.6,
"y": 23059.8,
"dwg": "D3"
},
{
"text": "P3",
"x": 2099.7,
"y": 22699.8,
"dwg": "D3"
},
{
"text": "P4",
"x": 2099.7,
"y": 22339.8,
"dwg": "D3"
},
{
"text": "P5",
"x": 2099.7,
"y": 21979.8,
"dwg": "D3"
},
{
"text": "2.586(3%%%)",
"x": 24091.8,
"y": 20899.8,
"dwg": "D3"
},
{
"text": "P6",
"x": 2099.7,
"y": 20179.8,
"dwg": "D3"
},
{
"text": "1.831(3%%%)",
"x": 24091.8,
"y": 19819.8,
"dwg": "D3"
},
{
"text": "띠철근 커플러 개수",
"x": 40541.3,
"y": 18353.7,
"dwg": "D3"
},
{
"text": "주철근 커플러 개수",
"x": 40541.3,
"y": 18833.7,
"dwg": "D3"
},
{
"text": "덮 개(T)",
"x": 40745.8,
"y": 19313.7,
"dwg": "D3"
},
{
"text": "체결후 길이(L)",
"x": 40745.8,
"y": 19793.7,
"dwg": "D3"
},
{
"text": "커플러 외경(D)",
"x": 40745.8,
"y": 20273.7,
"dwg": "D3"
},
{
"text": "D32",
"x": 46408.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D29",
"x": 45808.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D25",
"x": 45208.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D22",
"x": 44608.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D19",
"x": 44008.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D16",
"x": 43408.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "D13",
"x": 42808.2,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "구 분",
"x": 41206.0,
"y": 20753.7,
"dwg": "D3"
},
{
"text": "S1",
"x": 2099.7,
"y": 21619.8,
"dwg": "D3"
},
{
"text": "S2",
"x": 2099.7,
"y": 21259.8,
"dwg": "D3"
},
{
"text": "기초 조립용 철근 설치위치",
"x": 26920.3,
"y": 13840.5,
"dwg": "D3"
},
{
"text": ": 기초 조립용 철근",
"x": 28446.2,
"y": 7787.2,
"dwg": "D3"
},
{
"text": "* NOTE : 구조물 기초 철근망의 형상을 유지하기위하여",
"x": 27395.8,
"y": 7121.4,
"dwg": "D3"
},
{
"text": "교축 및 교축직각 방향으로 경사의 방향을 교차하여",
"x": 28237.5,
"y": 6795.5,
"dwg": "D3"
},
{
"text": "설치토록 함. 상기 배치간격은 예시도이며,",
"x": 28237.5,
"y": 6470.8,
"dwg": "D3"
},
{
"text": "VAR.",
"x": 47817.8,
"y": 11534.7,
"dwg": "D3"
},
{
"text": "기초의 두께",
"x": 34206.0,
"y": 6931.7,
"dwg": "D3"
},
{
"text": "H=1.5m",
"x": 34419.1,
"y": 6295.1,
"dwg": "D3"
},
{
"text": "H=2.0m",
"x": 34419.1,
"y": 5949.9,
"dwg": "D3"
},
{
"text": "H=3.0m",
"x": 34419.1,
"y": 5267.3,
"dwg": "D3"
},
{
"text": "H=2.5m",
"x": 34419.1,
"y": 5612.4,
"dwg": "D3"
},
{
"text": "좌 굴 검 토",
"x": 37100.8,
"y": 7215.5,
"dwg": "D3"
},
{
"text": "조립용철근직경",
"x": 35249.4,
"y": 6755.3,
"dwg": "D3"
},
{
"text": "배치간격",
"x": 36676.4,
"y": 6755.3,
"dwg": "D3"
},
{
"text": "작용하중",
"x": 37780.9,
"y": 6755.3,
"dwg": "D3"
},
{
"text": "임계하중",
"x": 38885.4,
"y": 6755.3,
"dwg": "D3"
},
{
"text": "325.18kgf",
"x": 38842.8,
"y": 6295.1,
"dwg": "D3"
},
{
"text": "392.08kgf",
"x": 38842.8,
"y": 5612.4,
"dwg": "D3"
},
{
"text": "349.81kgf",
"x": 38842.8,
"y": 5949.9,
"dwg": "D3"
},
{
"text": "비 고",
"x": 40117.8,
"y": 6931.7,
"dwg": "D3"
},
{
"text": "265.02kgf",
"x": 38842.8,
"y": 5267.3,
"dwg": "D3"
},
{
"text": "* NOTE : 기초 두께별 배치간격 검토",
"x": 34101.1,
"y": 4816.7,
"dwg": "D3"
},
{
"text": "실제 철근 배치 간격에 따라 위치는 변경하여야 한다.",
"x": 28237.5,
"y": 6146.1,
"dwg": "D3"
},
{
"text": "배력근",
"x": 45134.9,
"y": 5746.8,
"dwg": "D3"
},
{
"text": "주철근",
"x": 46591.8,
"y": 3740.4,
"dwg": "D3"
},
{
"text": "CHAIR 몰탈 블럭",
"x": 44308.4,
"y": 3737.0,
"dwg": "D3"
},
{
"text": "바닥철근용",
"x": 44637.7,
"y": 8110.0,
"dwg": "D3"
},
{
"text": "1.218(6%%%)",
"x": 24091.8,
"y": 24139.8,
"dwg": "D3"
},
{
"text": "콘크리트 : fck=40MPa (기둥, 코핑부)",
"x": 44160.0,
"y": 32875.2,
"dwg": "D3"
},
{
"text": "한계상태 설계법",
"x": 44160.0,
"y": 33341.8,
"dwg": "D3"
},
{
"text": "KL-510, 표준차로하중",
"x": 44160.0,
"y": 33808.5,
"dwg": "D3"
},
{
"text": "설계 방법",
"x": 42534.8,
"y": 33343.7,
"dwg": "D3"
},
{
"text": "재 료",
"x": 42534.8,
"y": 32188.2,
"dwg": "D3"
},
{
"text": "설계 하중",
"x": 42534.8,
"y": 33808.5,
"dwg": "D3"
},
{
"text": "철 근 : fy=500MPa (기둥, 기초부)",
"x": 44160.0,
"y": 31941.8,
"dwg": "D3"
},
{
"text": ": fck=27MPa (기초부)",
"x": 44160.0,
"y": 32408.5,
"dwg": "D3"
},
{
"text": ": fy=400MPa (코핑부)",
"x": 44160.0,
"y": 31475.2,
"dwg": "D3"
},
{
"text": "0.847(3%)",
"x": 47841.8,
"y": 23779.8,
"dwg": "D3"
},
{
"text": "B12",
"x": 25798.6,
"y": 24139.8,
"dwg": "D3"
},
{
"text": "S16",
"x": 27598.6,
"y": 24499.8,
"dwg": "D3"
},
{
"text": "B11",
"x": 25798.6,
"y": 24499.8,
"dwg": "D3"
},
{
"text": "2.115(3%)",
"x": 47841.8,
"y": 24859.8,
"dwg": "D3"
},
{
"text": "B10",
"x": 25798.6,
"y": 25219.8,
"dwg": "D3"
},
{
"text": "B7",
"x": 25849.7,
"y": 25579.8,
"dwg": "D3"
},
{
"text": "S19",
"x": 27598.6,
"y": 25939.8,
"dwg": "D3"
},
{
"text": "B3",
"x": 25849.7,
"y": 25939.8,
"dwg": "D3"
},
{
"text": "4.248(6%)",
"x": 47841.8,
"y": 26299.8,
"dwg": "D3"
},
{
"text": "B4",
"x": 25849.7,
"y": 26659.8,
"dwg": "D3"
},
{
"text": "B2",
"x": 25849.7,
"y": 27019.8,
"dwg": "D3"
},
{
"text": "S25",
"x": 27598.6,
"y": 27379.8,
"dwg": "D3"
},
{
"text": "B1",
"x": 25849.7,
"y": 27379.8,
"dwg": "D3"
},
{
"text": "5.281(6%)",
"x": 47841.8,
"y": 27739.8,
"dwg": "D3"
},
{
"text": "B8",
"x": 25849.7,
"y": 28099.8,
"dwg": "D3"
},
{
"text": "B6",
"x": 25849.7,
"y": 28459.8,
"dwg": "D3"
},
{
"text": "S29",
"x": 27598.6,
"y": 28819.8,
"dwg": "D3"
},
{
"text": "B5",
"x": 25849.7,
"y": 28819.8,
"dwg": "D3"
},
{
"text": "10.268(6%)",
"x": 47790.6,
"y": 29179.8,
"dwg": "D3"
},
{
"text": "P2",
"x": 25849.7,
"y": 29539.8,
"dwg": "D3"
},
{
"text": "S32",
"x": 27598.6,
"y": 29899.8,
"dwg": "D3"
},
{
"text": "P1",
"x": 25849.7,
"y": 29899.8,
"dwg": "D3"
},
{
"text": "B9",
"x": 2099.7,
"y": 20539.8,
"dwg": "D3"
},
{
"text": "x1",
"x": 11495.8,
"y": 11030.1,
"dwg": "D3"
},
{
"text": "x2",
"x": 12536.0,
"y": 10103.4,
"dwg": "D3"
},
{
"text": "r1",
"x": 6804.2,
"y": 10340.7,
"dwg": "D3"
},
{
"text": "c1",
"x": 7354.9,
"y": 10927.1,
"dwg": "D3"
},
{
"text": "c2",
"x": 8031.4,
"y": 10732.6,
"dwg": "D3"
},
{
"text": "r2",
"x": 8544.7,
"y": 10340.7,
"dwg": "D3"
},
{
"text": "설 계 사",
"x": 9512.0,
"y": 2415.9,
"dwg": "D3"
},
{
"text": "시 공 사",
"x": 9512.0,
"y": 1874.9,
"dwg": "D3"
},
{
"text": "건설분야",
"x": 9449.7,
"y": 1365.0,
"dwg": "D3"
},
{
"text": "건설단계",
"x": 13649.7,
"y": 1363.0,
"dwg": "D3"
},
{
"text": "날짜",
"x": 20299.9,
"y": 1327.4,
"dwg": "D3"
},
{
"text": "개정번호",
"x": 18104.7,
"y": 1323.4,
"dwg": "D3"
},
{
"text": "검토자",
"x": 31004.9,
"y": 1327.4,
"dwg": "D3"
},
{
"text": "내 용",
"x": 24854.6,
"y": 1320.9,
"dwg": "D3"
},
{
"text": "작성자",
"x": 28604.9,
"y": 1326.4,
"dwg": "D3"
},
{
"text": "시공공구",
"x": 35129.7,
"y": 2419.8,
"dwg": "D3"
},
{
"text": "도면축척",
"x": 35147.2,
"y": 1873.4,
"dwg": "D3"
},
{
"text": "확인자",
"x": 33404.9,
"y": 1325.8,
"dwg": "D3"
},
{
"text": "도 면 명",
"x": 42872.0,
"y": 2448.6,
"dwg": "D3"
},
{
"text": "편철번호",
"x": 42809.7,
"y": 1362.0,
"dwg": "D3"
},
{
"text": "도면번호",
"x": 35147.2,
"y": 1341.5,
"dwg": "D3"
},
{
"text": "적용표준버전",
"x": 49620.0,
"y": 1349.7,
"dwg": "D3"
},
{
"text": "설계공구",
"x": 35129.7,
"y": 2941.9,
"dwg": "D3"
},
{
"text": "노선이정",
"x": 9451.7,
"y": 2943.4,
"dwg": "D3"
}
]
}
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