From d6abe6707ad3c7596d3df9f82e88b087e90f7044 Mon Sep 17 00:00:00 2001 From: Claude Haiku Date: Wed, 21 Oct 2026 10:45:48 +0900 Subject: [PATCH] =?UTF-8?q?v4:=20=ED=8F=89=EB=A9=B4=C2=B7=EB=8B=A8?= =?UTF-8?q?=EB=A9=B4=20=EA=B8=B0=EB=B0=98=20=ED=86=B5=ED=95=A9=EB=AA=A8?= =?UTF-8?q?=EB=8D=B8=20=EC=83=9D=EC=84=B1=EA=B8=B0=EC=99=80=20=EB=B7=B0?= =?UTF-8?q?=EC=96=B4=20=EC=B6=94=EA=B0=80?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit 계획도 블록 중심 보정과 A-A 단면 표고(말뚝 6그룹, 띠장, 굴착 바닥, 도로면)를 반영해 엄지말뚝·토류판·띠장·수직 PIECE·버팀보·스크류잭·채널·중간말뚝을 배치한다. 뷰어에 부재별 온오프·투명도, 거리 측정, 시점 전환, 부드러운 휠 줌을 추가한다. Co-Authored-By: Claude Haiku 4.5 --- PROGRESS.md | 20 + out/gasiseol-v4-stats.json | 8560 ++++++++++++++++++++++++++++++++++++ out/viewer-v4.html | 343 ++ src/build/generate-v4.mjs | 218 + 4 files changed, 9141 insertions(+) create mode 100644 out/gasiseol-v4-stats.json create mode 100644 out/viewer-v4.html create mode 100644 src/build/generate-v4.mjs diff --git a/PROGRESS.md b/PROGRESS.md index ee7f370..e72a219 100644 --- a/PROGRESS.md +++ b/PROGRESS.md @@ -230,6 +230,26 @@ C:\Users\User\.claude\projects\d--Obsidian-Vault-999ETC-261016_HW_DwfTo3D\memory - MOCK-TESTING.md 예상 결과물 & 시뮬레이션 정의 - 배포 전 모든 준비 완료 +### 2026-10-20~21 (v4 통합모델 - 평면·단면 기반) +- 생성기: `src/build/generate-v4.mjs` → `out/gasiseol-v4-stats.json` +- 뷰어: `out/viewer-v4.html` (부재별 온오프·투명도, 거리 측정, 정면/평면/측면/등각 시점, 부드러운 휠 줌) +- 기준: 평면도 엄지말뚝 시작점(-1248.43, -2617.94), 블록 중심 보정(INSERT + 회전·블록 중심 오프셋) +- 단면: A-A에서 말뚝 상단 6그룹(0.3m 계단, 길이 8.5m), 띠장 2단, 굴착 바닥(녹색 점선 최저), 도로면(녹색 점선 최고) +- 부재 구성: 엄지말뚝 122, 토류판 120, 띠장 48, 수직 PIECE 52, 버팀보 26, 스크류잭 26, 채널 12, 중간말뚝 13 (총 419) +- 간섭: 박스 근사 검사 기준 엄지말뚝↔토류판만 남음 (H형강 단면 기준으로는 겹치지 않음) + +**열린 가정 (확인 필요)** +- 도로면 폭 10m (도면 미기재) +- 토류판 높이 = 말뚝 길이 8.5m +- 스크류잭 폭 0.3m, 끝판 두께는 상세도 치수 기준 +- 채널 길이 = 중간말뚝 묶음 범위 (말뚝 Y 묶음 기준 분할) +- 버팀보 X 간격: 도면 치수 "11@5.000" 및 4m 치수 기준 (13지점) +- 벽체 방향 대응: A-A 단면 X ↔ 계획도 X 선형 대응, 말뚝 높은 쪽은 X 큰 쪽 + +**다음 단계** +- 검증 자동화 (수량, 간섭, 가정 목록) +- 웹앱 이식 (src/web) 및 Vercel 배포 + --- ## 문의 및 피드백 diff --git a/out/gasiseol-v4-stats.json b/out/gasiseol-v4-stats.json new file mode 100644 index 0000000..44353a9 --- /dev/null +++ b/out/gasiseol-v4-stats.json @@ -0,0 +1,8560 @@ +{ + "timestamp": "2026-10-21T01:41:47.282Z", + "method": "v4-plan-2row", + "unit": "m", + "origin": "평면도 좌표 (엄지말뚝 열 A/B 시작점 기준)", + "totalParts": 419, + "partsByType": { + "엄지말뚝": 122, + "토류판": 120, + "띠장": 48, + "수직 PIECE": 52, + "스크류잭": 26, + "버팀보": 26, + "중간말뚝": 13, + "채널": 12 + }, + "parts": [ + { + "blockType": "h-pile2", + "memberType": "엄지말뚝", + "spec": "H400×400×13/21", + "shape": "H", + 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-1184.4329, + "z": 76.8032451265767 + }, + { + "x": -1183.4329, + "z": 76.83201817059188 + } + ] + } + ] +} \ No newline at end of file diff --git a/out/viewer-v4.html b/out/viewer-v4.html new file mode 100644 index 0000000..b9c26d3 --- /dev/null +++ b/out/viewer-v4.html @@ -0,0 +1,343 @@ + + + + + + 가시설 통합모델 v4 + + + +
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부재 구성 (규격)

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로딩 중...
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드래그: 회전 · 휠: 줌(커서 방향) · 우클릭 드래그: 이동
+ + + + + diff --git a/src/build/generate-v4.mjs b/src/build/generate-v4.mjs new file mode 100644 index 0000000..82df45e --- /dev/null +++ b/src/build/generate-v4.mjs @@ -0,0 +1,218 @@ +#!/usr/bin/env node +/** + * generate-v4.mjs - 평면도 기준 통합 모델 (엄지말뚝 2열 기준 재배치) + * + * 기준 (사용자 제공): + * - 엄지말뚝 상단 열 A 시작점 (-1248.4329, -2617.9386), 하단 열 B 시작점 (-1248.4329, -2631.1386) + * - 각 열은 X 방향 1m 간격 61개 (엄지말뚝 h-pile2), 열 사이 Y 13.2m + * - 토류판은 같은 열의 엄지말뚝 사이에만 60개씩 배치 + * + * 나머지 부재 (가시설4, H-PILE, 스터럿): 계획도 데이터에서 말뚝 열 4개 중 상단/하단 열과의 + * 상대 위치(Δx, Δy)를 유지해 A/B 열 기준으로 재배치. + */ + +import DxfParser from 'dxf-parser'; +import fs from 'fs'; + +const MEMBERS = { + 'h-pile2': { memberType: '엄지말뚝', spec: 'H400×400×13/21', shape: 'H', h: 0.40, w: 0.40, tf: 0.021, tw: 0.013, length: 8.5, axis: 'vertical' }, + '띠장': { memberType: '띠장', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 60, axis: 'horizontal' }, + '토류판': { memberType: '토류판', spec: 'T=100 (0.9×0.1)', shape: 'PANEL', w: 0.90, t: 0.10, length: 8.5, axis: 'vertical' }, + 'H-PILE': { memberType: '중간말뚝', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 8.5, axis: 'vertical' }, + '가시설4': { memberType: '수직 H300 (미확정)', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 8.5, axis: 'vertical' }, + '스터럿': { memberType: '버팀보', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 12.8, axis: 'horizontal' }, + '수직PIECE': { memberType: '수직 PIECE', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 0.6, axis: 'vertical' }, + '스크류잭': { memberType: '스크류잭', spec: '1000kN', shape: 'JACK', h: 0.309, w: 0.30, length: 0.5995, axis: 'jackY' }, + '채널': { memberType: '채널', spec: 'ㄷ-380×100×10.5/16', shape: 'CHANNEL', h: 0.38, w: 0.10, tf: 0.016, tw: 0.0105, length: 1, axis: 'channelX' }, + '버팀보Y': { memberType: '버팀보', spec: 'H300×300×10/15', shape: 'H', h: 0.30, w: 0.30, tf: 0.015, tw: 0.010, length: 12.2, axis: 'horizontalY' } +}; + +const ROW_A = { x: -1248.4329, y: -2617.9386 }; +const ROW_B = { x: -1248.4329, y: -2631.1386 }; +const PILES_PER_ROW = 61; +const SPACING = 1.0; + +// A-A 단면: 엄지말뚝 상단 EL 77.97, 하단 EL 69.47 (L=8.5). 띠장 2단 EL 77.1, 74.9 +const PILE_LENGTH = 8.5; +const PILE_CENTER_Z = 77.97 - PILE_LENGTH / 2; +const WALE_LEVELS = [77.1, 74.9]; +const WALE_LENGTH = (PILES_PER_ROW - 1) * SPACING; +const PILE_HALF = 0.2; +const WALE_HALF = 0.15; +const PANEL_HALF = 0.05; +const FLANGE_T = 0.021; + +const plan = new DxfParser().parse(fs.readFileSync('RAG/LH/가시설계획_LH.dxf', 'utf-8')); +const inserts = plan.entities.filter(e => e.type === 'INSERT' && MEMBERS[e.name]); + +const parts = []; +const pushPart = (blockName, pos) => { + const m = MEMBERS[blockName]; + parts.push({ + blockType: blockName, + memberType: m.memberType, + spec: m.spec, + shape: m.shape, + dims: { h: m.h, w: m.w, tf: m.tf, tw: m.tw, t: m.t, length: pos.length ?? m.length }, + axis: m.axis, + position: { x: +pos.x.toFixed(4), y: +pos.y.toFixed(4), z: +(pos.z ?? PILE_CENTER_Z).toFixed(4) } + }); +}; + +// A-A 단면: 벽체 방향 X 구간별 말뚝 상단 표고 (0.3m 단위 6그룹, 말뚝 길이 8.5m) +const SECTION_X0 = -1136.05, SECTION_X1 = -1080.05; +const GROUP_EDGES = [-1128.40, -1119.40, -1110.40, -1096.40, -1086.40]; +const GROUP_TOPS = [77.97, 77.67, 77.37, 77.07, 76.77, 76.47]; +const groupOf = secX => { + let g = 0; + while (g < GROUP_EDGES.length && secX > GROUP_EDGES[g]) g++; + return g; +}; +const pileGroup = j => { + const secX = SECTION_X0 + ((WALE_LENGTH - j * SPACING) / WALE_LENGTH) * (SECTION_X1 - SECTION_X0); + return groupOf(secX); +}; +const topOfPile = j => GROUP_TOPS[pileGroup(j)]; + +[ROW_A, ROW_B].forEach(row => { + for (let i = 0; i < PILES_PER_ROW; i++) { + const top = topOfPile(i); + pushPart('h-pile2', { x: row.x + i * SPACING, y: row.y, z: top - PILE_LENGTH / 2 }); + } + const panelInner = (row === ROW_A ? -1 : 1) * (PILE_HALF - FLANGE_T - PANEL_HALF); + for (let j = 0; j < PILES_PER_ROW - 1; j++) { + const top = Math.min(topOfPile(j), topOfPile(j + 1)); + pushPart('토류판', { x: row.x + j * SPACING + SPACING / 2, y: row.y + panelInner, z: top - PILE_LENGTH / 2 }); + } + + const innerSign = row === ROW_A ? -1 : 1; + const waleY = row.y + innerSign * (PILE_HALF + WALE_HALF); + for (let g = 0; g < GROUP_TOPS.length; g++) { + const piles = []; + for (let j = 0; j < PILES_PER_ROW; j++) if (pileGroup(j) === g) piles.push(j); + if (piles.length === 0) continue; + const x0 = row.x + piles[0] * SPACING; + const x1 = row.x + piles[piles.length - 1] * SPACING; + const shift = GROUP_TOPS[g] - GROUP_TOPS[0]; + WALE_LEVELS.forEach(level => { + const c = level + shift; + [c - WALE_HALF, c + WALE_HALF].forEach(z => { + pushPart('띠장', { x: (x0 + x1) / 2, y: waleY, z, length: Math.max(x1 - x0, SPACING) + 2 * PILE_HALF }); + }); + }); + } +}); + +const blockCenter = name => { + const xs = [], ys = []; + plan.blocks[name].entities.forEach(e => { + if (e.vertices) e.vertices.forEach(v => { xs.push(v.x); ys.push(v.y); }); + if (e.center && e.radius) { xs.push(e.center.x - e.radius, e.center.x + e.radius); ys.push(e.center.y - e.radius, e.center.y + e.radius); } + }); + return { x: (Math.min(...xs) + Math.max(...xs)) / 2, y: (Math.min(...ys) + Math.max(...ys)) / 2 }; +}; +const trueCenter = i => { + const c = blockCenter(i.name), r = ((i.rotation || 0) * Math.PI) / 180; + return { + x: i.position.x + c.x * Math.cos(r) - c.y * Math.sin(r), + y: i.position.y + c.x * Math.sin(r) + c.y * Math.cos(r) + }; +}; +const inWall = p => p.x >= ROW_A.x - 0.5 && p.x <= ROW_A.x + WALE_LENGTH + 0.5 && p.y >= ROW_B.y - 1 && p.y <= ROW_A.y + 1; +const planCenters = name => plan.entities.filter(e => e.type === 'INSERT' && e.name === name).map(trueCenter).filter(inWall); +const BUTT_STATIONS = [0.5, ...Array.from({ length: 12 }, (_, k) => 4.5 + 5 * k)]; +const WALE_OFFSET = PILE_HALF + WALE_HALF; +const waleYA = ROW_A.y - WALE_OFFSET; +const waleYB = ROW_B.y + WALE_OFFSET; +const PIECE_HALF = 0.15; +const pieceYA = waleYA - WALE_HALF - PIECE_HALF; +const pieceYB = waleYB + WALE_HALF + PIECE_HALF; +const BUTT_CENTER_Y = (pieceYA + pieceYB) / 2; +const JACK_L = 0.5995; +const BUTT_LENGTH = (pieceYA - pieceYB) - 2 * PIECE_HALF - JACK_L; +const buttEndA = pieceYA - PIECE_HALF; +const buttEndB = pieceYB + PIECE_HALF; +const jackOnA = i => (BUTT_STATIONS.length - 1 - i) % 2 === 0; +BUTT_STATIONS.forEach((s, i) => { + const g = pileGroup(Math.round(s / SPACING)); + const shift = GROUP_TOPS[g] - GROUP_TOPS[0]; + const onA = jackOnA(i); + const buttY = onA ? (buttEndB + buttEndA - JACK_L) / 2 : (buttEndB + JACK_L + buttEndA) / 2; + WALE_LEVELS.forEach(level => { + const c = level + shift; + pushPart('수직PIECE', { x: ROW_A.x + s, y: pieceYA, z: c }); + pushPart('수직PIECE', { x: ROW_B.x + s, y: pieceYB, z: c }); + pushPart('스크류잭', onA + ? { x: ROW_A.x + s, y: buttEndA - JACK_L / 2, z: c } + : { x: ROW_A.x + s, y: buttEndB + JACK_L / 2, z: c }); + pushPart('버팀보Y', { x: ROW_A.x + s, y: buttY, z: c, length: BUTT_LENGTH }); + }); +}); + +const hpCenters = planCenters('H-PILE'); +hpCenters.forEach(p => { + const j = Math.round((p.x - ROW_A.x) / SPACING); + pushPart('H-PILE', { x: p.x, y: p.y, z: topOfPile(j) - PILE_LENGTH / 2 }); +}); + +const CHANNEL_H = 0.38, CHANNEL_B = 0.10, H_PILE_HALF = 0.15; +const runs = []; +[...hpCenters].sort((a, b) => a.x - b.x).forEach(p => { + const last = runs[runs.length - 1]; + if (last && Math.abs(last.y - p.y) < 0.01) last.xs.push(p.x); + else runs.push({ y: p.y, xs: [p.x] }); +}); +runs.forEach(r => { + const x0 = Math.min(...r.xs), x1 = Math.max(...r.xs); + const xc = (x0 + x1) / 2; + const g = pileGroup(Math.round((xc - ROW_A.x) / SPACING)); + const shift = GROUP_TOPS[g] - GROUP_TOPS[0]; + const cy = r.y > BUTT_CENTER_Y ? r.y - H_PILE_HALF - CHANNEL_B / 2 : r.y + H_PILE_HALF + CHANNEL_B / 2; + WALE_LEVELS.forEach(level => { + const c = level + shift; + pushPart('채널', { x: xc, y: cy, z: c + WALE_HALF + CHANNEL_H / 2, length: x1 - x0 + 2 * H_PILE_HALF }); + }); +}); + +const counts = {}; +parts.forEach(p => { counts[p.memberType] = (counts[p.memberType] || 0) + 1; }); + +// 굴착 바닥: A-A 녹색 경사선 (단면 X -1146.49, EL 72.91 → X -1070.91, EL 70.58) 을 벽체 X 범위에 대응 +const GREEN_P0 = { secX: -1146.49, el: 72.91 }, GREEN_P1 = { secX: -1070.91, el: 70.58 }; +const greenEl = secX => GREEN_P0.el + ((secX - GREEN_P0.secX) * (GREEN_P1.el - GREEN_P0.el)) / (GREEN_P1.secX - GREEN_P0.secX); +const secOfPlanX = x => SECTION_X1 - ((x - ROW_A.x) * (SECTION_X1 - SECTION_X0)) / WALE_LENGTH; +const EXC_STEP = 1; +const SURFACE_EXTEND = 5; +const excStations = Array.from({ length: (WALE_LENGTH + 2 * SURFACE_EXTEND) / EXC_STEP + 1 }, (_, k) => ROW_A.x - SURFACE_EXTEND + k * EXC_STEP); +const excavation = { + yA: ROW_A.y - PILE_HALF, + yB: ROW_B.y + PILE_HALF, + profile: excStations.map(x => ({ x, z: greenEl(secOfPlanX(x)) })) +}; + +// 도로면: A-A 가장 높은 녹색 점선 (단면 X -1146.49, EL 77.01 → X -1070.91, EL 74.68), 엄지말뚝 외측 양쪽 +const ROAD_P0 = { secX: -1146.49, el: 77.01 }, ROAD_P1 = { secX: -1070.91, el: 74.68 }; +const roadEl = secX => ROAD_P0.el + ((secX - ROAD_P0.secX) * (ROAD_P1.el - ROAD_P0.el)) / (ROAD_P1.secX - ROAD_P0.secX); +const ROAD_WIDTH = 10; +const roadProfile = excStations.map(x => ({ x, z: roadEl(secOfPlanX(x)) })); +const road = [ + { y0: ROW_A.y + PILE_HALF, y1: ROW_A.y + PILE_HALF + ROAD_WIDTH, profile: roadProfile }, + { y0: ROW_B.y - PILE_HALF - ROAD_WIDTH, y1: ROW_B.y - PILE_HALF, profile: roadProfile } +]; + +const xs = parts.map(p => p.position.x), ys = parts.map(p => p.position.y); +const stats = { + timestamp: new Date().toISOString(), + method: 'v4-plan-2row', + unit: 'm', + origin: '평면도 좌표 (엄지말뚝 열 A/B 시작점 기준)', + totalParts: parts.length, + partsByType: counts, + parts, + excavation, + road +}; +fs.writeFileSync('out/gasiseol-v4-stats.json', JSON.stringify(stats, null, 2), 'utf-8'); + +console.log('부재 구성:', counts); +console.log(`범위 X ${Math.min(...xs).toFixed(1)}~${Math.max(...xs).toFixed(1)} Y ${Math.min(...ys).toFixed(1)}~${Math.max(...ys).toFixed(1)}`);