From 43e5e6ecc754b1b9a3d9d71c266d2cedfedd64e3 Mon Sep 17 00:00:00 2001 From: umsangdon Date: Tue, 6 Oct 2026 16:49:13 +0900 Subject: [PATCH 1/4] =?UTF-8?q?chore(sync):=20=EA=B3=B5=EC=9C=A0=20docs=20?= =?UTF-8?q?=ED=8C=8C=EC=9D=BC=20=EB=8B=B4=EC=9D=8C=20=E2=80=94=20=EA=B8=B0?= =?UTF-8?q?=EC=A4=80=20=EC=BB=A4=EB=B0=8B=EA=B3=BC=20=EA=B0=99=EC=9D=80=20?= =?UTF-8?q?=EB=82=B4=EC=9A=A9?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5.5 Claude-Session: https://claude.ai/code/session_01FJqWQpoB1RE7hiaQ2wH8qV --- docs/.agents/rules/graphify.md | 14 + docs/.agents/workflows/graphify.md | 10 + docs/.claude/settings.json | 24 ++ docs/.claude/settings.local.json | 22 ++ docs/.codex/hooks.json | 15 + docs/.obsidian/app.json | 3 + docs/.obsidian/appearance.json | 1 + docs/.obsidian/community-plugins.json | 1 + docs/.obsidian/core-plugins.json | 33 +++ docs/.obsidian/graph.json | 22 ++ docs/.obsidian/workspace.json | 271 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exists, first run `graphify query ""` (CLI) or `query_graph` (MCP). Use `graphify path "" ""` / `shortest_path` for relationships and `graphify explain ""` / `get_node` for focused concepts. These return a scoped subgraph, usually much smaller than `GRAPH_REPORT.md` or raw grep output. +- If graphify-out/wiki/index.md exists, navigate it instead of reading raw files +- Read graphify-out/GRAPH_REPORT.md only for broad architecture review or when query/path/explain do not surface enough context +- After modifying code files in this session, run `graphify update .` to keep the graph current (AST-only, no API cost) diff --git a/docs/.agents/workflows/graphify.md b/docs/.agents/workflows/graphify.md new file mode 100644 index 000000000..c57bdf13b --- /dev/null +++ b/docs/.agents/workflows/graphify.md @@ -0,0 +1,10 @@ +--- +name: graphify +description: Turn any folder of files into a navigable knowledge graph +--- + +# Workflow: graphify + +Follow the graphify skill installed at ~/.gemini/config/skills/graphify/SKILL.md to run the full pipeline. + +If no path argument is given, use `.` (current directory). diff --git a/docs/.claude/settings.json b/docs/.claude/settings.json new file mode 100644 index 000000000..167d86540 --- /dev/null +++ b/docs/.claude/settings.json @@ -0,0 +1,24 @@ +{ + "hooks": { + "PreToolUse": [ + { + "matcher": "Bash", + "hooks": [ + { + "type": "command", + "command": "C:\\Users\\umsan\\AppData\\Local\\Programs\\Python\\Python312\\Scripts\\graphify.EXE hook-guard search" + } + ] + }, + { + "matcher": "Read|Glob", + "hooks": [ + { + "type": "command", + "command": "C:\\Users\\umsan\\AppData\\Local\\Programs\\Python\\Python312\\Scripts\\graphify.EXE hook-guard read" + } + ] + } + ] + } +} \ No newline at end of file diff --git a/docs/.claude/settings.local.json b/docs/.claude/settings.local.json new file mode 100644 index 000000000..d8f6fdf56 --- /dev/null +++ b/docs/.claude/settings.local.json @@ -0,0 +1,22 @@ +{ + "permissions": { + "allow": [ + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/**)", + "Bash(python -c \"import aiomysql; print\\('ok'\\)\")", + "Bash(python -c \"import pymysql; print\\('pymysql ok'\\)\")", + "Bash(python -c \"import mysql.connector; print\\('mysql.connector ok'\\)\")", + "Bash(\"/c/Program_coding/임도설계 및 견적자동화 프로그램 개발/venv/Scripts/python.exe\" \"C:\\\\Users\\\\umsan\\\\AppData\\\\Local\\\\Temp\\\\claude\\\\c--Program-coding----------------------docs\\\\57bf1f9e-714c-482d-9caa-a113bdc0a8d6\\\\scratchpad\\\\inspect_db.py\")", + "Bash(\"/c/Program_coding/임도설계 및 견적자동화 프로그램 개발/venv/Scripts/python.exe\" \"C:\\\\Users\\\\umsan\\\\AppData\\\\Local\\\\Temp\\\\claude\\\\c--Program-coding----------------------docs\\\\57bf1f9e-714c-482d-9caa-a113bdc0a8d6\\\\scratchpad\\\\inspect_db2.py\")", + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/A01_Home/**)", + "Bash(cd \"c:\\\\Program_coding\\\\임도설계 및 견적자동화 프로그램 개발\\\\A01_Home\" && ls -la)", + "Read(//c/Program_coding/�ӵ����� �� �����ڵ�ȭ ���α׷� ����/**)", + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/A00_Common/**)", + "Read(//c/Program_coding/�ӵ����� �� �����ڵ�ȭ ���α׷� ����/docs/wiki/**)", + "Bash(find \"c:\\\\Program_coding\\\\임도설계 및 견적자동화 프로그램 개발\" -name \"*locale*\" -type f 2>/dev/null | head -5)", + "Read(//c/Program_coding/�ӵ����� �� �����ڵ�ȭ ���α׷� ����/docs/wiki/pages/**)", + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/A06_Login/**)", + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/ui_template/**)", + "Read(//c/Program_coding/임도설계 및 견적자동화 프로그램 개발/A07_Register/**)" + ] + } +} diff --git a/docs/.codex/hooks.json b/docs/.codex/hooks.json new file mode 100644 index 000000000..d87c474a6 --- /dev/null +++ b/docs/.codex/hooks.json @@ -0,0 +1,15 @@ +{ + "hooks": { + "PreToolUse": [ + { + "matcher": "Bash", + "hooks": [ + { + "type": "command", + "command": "C:\\Users\\umsan\\AppData\\Local\\Programs\\Python\\Python312\\Scripts\\graphify.EXE hook-check" + } + ] + } + ] + } +} \ No newline at end of file diff --git a/docs/.obsidian/app.json b/docs/.obsidian/app.json new file mode 100644 index 000000000..e609a07e7 --- /dev/null +++ b/docs/.obsidian/app.json @@ -0,0 +1,3 @@ +{ + "promptDelete": false +} \ No newline at end of file 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Use `graphify path "" ""` / `shortest_path` for relationships and `graphify explain ""` / `get_node` for focused concepts. These return a scoped subgraph, usually much smaller than `GRAPH_REPORT.md` or raw grep output. +- If graphify-out/wiki/index.md exists, navigate it instead of reading raw files +- Read graphify-out/GRAPH_REPORT.md only for broad architecture review or when query/path/explain do not surface enough context +- After modifying code files in this session, run `graphify update .` to keep the graph current (AST-only, no API cost) diff --git a/docs/.agents/workflows/graphify.md b/docs/.agents/workflows/graphify.md new file mode 100644 index 000000000..c57bdf13b --- /dev/null +++ b/docs/.agents/workflows/graphify.md @@ -0,0 +1,10 @@ +--- +name: graphify +description: Turn any folder of files into a navigable knowledge graph +--- + +# Workflow: graphify + +Follow the graphify skill installed at ~/.gemini/config/skills/graphify/SKILL.md to run the full pipeline. + +If no path argument is given, use `.` (current directory). diff --git a/docs/.claude/settings.json b/docs/.claude/settings.json new 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=?UTF-8?q?=ED=8C=8C=EC=9D=BC=20=EB=8B=B4=EC=9D=8C=20=E2=80=94=20=EA=B8=B0?= =?UTF-8?q?=EC=A4=80=20=EC=BB=A4=EB=B0=8B=EA=B3=BC=20=EA=B0=99=EC=9D=80=20?= =?UTF-8?q?=EB=82=B4=EC=9A=A9?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5.5 Claude-Session: https://claude.ai/code/session_01FJqWQpoB1RE7hiaQ2wH8qV --- docs/.agents/rules/graphify.md | 14 + docs/.agents/workflows/graphify.md | 10 + docs/.claude/settings.json | 24 ++ docs/.claude/settings.local.json | 22 ++ docs/.codex/hooks.json | 15 + docs/.obsidian/app.json | 3 + docs/.obsidian/appearance.json | 1 + docs/.obsidian/community-plugins.json | 1 + docs/.obsidian/core-plugins.json | 33 +++ docs/.obsidian/graph.json | 22 ++ docs/.obsidian/workspace.json | 271 ++++++++++++++++++ .../sub2/__pycache__/tool.cpython-312.pyc | Bin 0 -> 10141 bytes .../09_사면안정_흙막이_옹벽_소단.md | 22 ++ docs/raw/사용자요구/2026-10-05_수정요구.md | 132 +++++++++ docs/raw/조사/2026-10-06_54-21_일원화_제안.md | 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graphify knowledge graph at graphify-out/. + +Rules: +- For codebase or architecture questions, when `graphify-out/graph.json` exists, first run `graphify query ""` (CLI) or `query_graph` (MCP). Use `graphify path "" ""` / `shortest_path` for relationships and `graphify explain ""` / `get_node` for focused concepts. These return a scoped subgraph, usually much smaller than `GRAPH_REPORT.md` or raw grep output. +- If graphify-out/wiki/index.md exists, navigate it instead of reading raw files +- Read graphify-out/GRAPH_REPORT.md only for broad architecture review or when query/path/explain do not surface enough context +- After modifying code files in this session, run `graphify update .` to keep the graph current (AST-only, no API cost) diff --git a/docs/.agents/workflows/graphify.md b/docs/.agents/workflows/graphify.md new file mode 100644 index 000000000..c57bdf13b --- /dev/null +++ b/docs/.agents/workflows/graphify.md @@ -0,0 +1,10 @@ +--- +name: graphify +description: Turn any folder of files into a navigable knowledge graph +--- + +# Workflow: graphify + +Follow the graphify skill installed at ~/.gemini/config/skills/graphify/SKILL.md to run the full pipeline. + +If no path argument is given, use `.` (current directory). diff --git a/docs/.claude/settings.json b/docs/.claude/settings.json new 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z-MPwOWvDQ0jr5M$V;VGJW_IYvn|Z+%mo1UfxB8$%rw>>|ErA{WE$F$_6f}ip;}voJ z8voYcYjo#U23PVqt7Dp4fHV|eT|Krs;*A?>V>%{ks10qtll{KoUBl$&pS0a=yVvof z?Z1}Y-w|s&z_*$B7Y@c6y7*Tuu?EZOJ-ngTzlGN^GfGWh{Trj9=GRYLHu2S4@8?FV zcg2c#^Le{JE-JaYV{FHGPQ0i-mbNBZR3GX+&GJR{{%w5Pnwi4#NJnJ&+QE2XLtM8v zTG()YU8o^szGJ#a-mCsl`|EuV*Y7#q!5238w?uV&r*)a6zj<1#KWhoCj-{3GX+~aK z3Qt2yZNPJqyWGTAZi^MR@i}eNS-Iiz^Q(j9krrSBZF)#{Np)UzK@-y!`ddHJufs2= zA=&8-VKS2aZGFUZ^@aCYr|Z{q|^@-M(-g~e7 z()6L}XI=LW@tgKW^?UtWr`4LkbAc^^g3v2bbz#^Xkwxfme^g!J-#kOB0-1r9aMgHY zoUWUq*G1`d6MN$H2G~}>JOk6LJ!3k#)xSAF!Sh)DnB(@^ardna(dFyHS?J+CE7W$r zD9m0xI(9TN5G$#V>DHXw0?}0#1stkFE#YP2u<_PARo3Uuv!ko;?Tdtu*d@tw2A+X8M0XpUUfWfgIv@*|?)BO?DJqG*~{`N>Zx8L9t7 zB_r!TQPE`e6ODp2e3GVxIPsHw75N(VB&(Kmk&nAbg4P8_AIJ)(RoZi^pemFZ$_nT} zhbn=iPkI7JUq3OPIo>edcrz!KSAR1n(mY0oJFY0lQ4>i-Lohp(dwTg;HV6bc#_$Do z5Dq8DOCx>pf;tHx=X5a|7Cthz5B}?+/edits/pipe_points.json` (판번호 없음 · `route_signature`) | 폼(B05 `B05_Profile_UI_Drainage_Panel.ts:593-600` · B06 `B06_..._Structures_Panel.ts:262-284`) · 구간 · 세월교 · BOX 조정(`Span_Control.ts` · `Ford_Controls.ts`) | 카드(`B06_Section_UI_Page_Pipe_Options.ts`) · 서버 `Engine_Culvert.py` · 3D · 최소토피 · M02 | +| 흙막이 높이 · 단 수 · 구간 · 유입 형태 | **관 `options` 와 `revetx.h` · `extrawall` · `extraspan` · `inletstruct` 두 벌** | 조정창 Map | 관 옵션 + DB `cross_sections.data.design`(`revet_adjust` · `extra_walls` · `extra_spans` · `inlet_structure`) | 폼 · 카드 조정 줄 | 그림은 ss 쪽만 봄(B06 을 거쳐야 반영) · M02 단 수는 DB `extra_walls` | +| 종단 계획선 | `draft:alignment-draft` R | EditState Map(`B05_Profile_UI_Profile_Edit.ts:143`) · 종단도 `store`/`base` | 종단 JSON `profile_alignment` + `design_profiles` · DB grade_summary | ▲▼ · 직선화 · 쉬프트 | 종단도 · 횡단 재계산 · 3D | +| 상단측 | `draft:uphill` P | 종단 Map | 종단 JSON `stations.uphill_side` + design `ditch_side` | 종단 3D | 측구측 | +| 횡단 설계 patch | **`crossdesign` · `rockb` · `cutslope` · `crossw` · `revetx` · `revetlink` · `basinadjust` · `fordadjust` · `boxadjust` · `berm` R — 열 개로 쪼개짐** | 조정창 Map · 상세 캐시 제자리 고침 | DB `cross_sections.data.design` | 카드 조정 줄 · [전체 측점 반영] | 카드 · 3D · B07 결과값 | +| 표준 횡단면 | `draft:std-cross` P · `result:std-cross-default` | — | `longitudinal_sections.data.options.standard_cross_section` | 표준 패널(B06 만 보임) | **B05 계산도 씀**(`B05_Profile_UI_Profile_Preview.ts:50`) · 서버 · B07 | +| 페이지 설정(시작 측점 · 설계속도 · 지형 · 최소고 강제 · 등고선 간격) | `result:profile-enforce-min-cover` 하나뿐 | **DOM · 메모리** | stage 2 params · stage 1 `contour_interval_m` | 종단 패널(B05 만) | 종단도 위반 · 편집 막기 · 서버 replan | +| 횡단 보기 반폭 | `draft:cross-display` R | — | DB `design.display_half_width_m` | 횡단 패널 | 카드 · B05 편집 창 미리보기 | +| 선택 | `draft:structure-pick` P · **`draft:selection`(빈 칸)** | 횡단 `appliedPick` | — | 목록 · 알약 · 카드 | 두 보기 | +| 보기 상태 | `pref:*` localStorage(+ 계정 ui-prefs) | 3D 토글 메모리 | `user_ui_prefs` | 손잡이 · 토글 | 각 패널 | +| 종횡단 상세(서버 결과) | `result:section-detail` R(**고침 안 받는 옛 사본**) | **`Section_Store` 캐시(공유) · 종단 `currentSectionDetail` · 횡단 `sectionDetail`** | DB `cross_sections` | 서버 · 재계산 제자리 고침 | 카드 · 3D · 유토곡선 | +| 사토 | 없음(구조물 목록 안 사토장) | — | 횡단 design `spoil_fill_*` | 저장 때 서버만(`B06_Section_Server_Calc_Prebuild.py:197`) | 카드(저장분 폭) | + +### 1-2 저장 줄기 (지금) + +| 차례 | 꺼내는 자리 | 창구 | 문제 | +|---|---|---|---| +| pipes ① | ss `pipes` | PUT pipe-points | — | +| pipes ② | **배수유역도 메모리** | 같은 PUT | 늦은 메모리가 ①을 덮음(54-16 재현) | +| structures | 종단 섰으면 다리 · 아니면 ss | PUT structures | — | +| alignment | 종단도 메모리 | PUT profile-alignment | 서버 재계산 함 | +| culvertOptions | ss `culvertopt` | **GET pipe-points 뒤 합쳐 PUT** | 관 쓰기 셋째 · 관 옵션을 또 덮음 | +| uphill | 종단 섰으면 메모리 · 아니면 ss | POST confirm | 저장 뒤 안 비움 | +| cross | **횡단 섰으면 ss 조정 키 전부 · 아니면 캐시 메모리만** | POST sections/save | 종단 보기 [저장]은 횡단 초안 · 표준값 빠짐(`B06_Section_Section_Store.ts:259,264`) · `berm` 은 서버 스키마에 칸 없어 버려짐 | + +- 저장 뒤 비우는 키 넷뿐(`pipes` · `structures` · `alignment-draft` · `culvertopt`) · 나머지 횡단 초안 13개 · `uphill` 은 남아 다음 저장에 또 실림 +- [저장] 밖 서버 쓰기: 등고선 [재적용] PUT · [3D 업데이트] · 종단 onHide 코리도 PUT · 반폭 [적용]이 `/regenerate`(DB 행 다시 넣음) · 종단 진입 `structures/migrate` + +### 1-3 보기 넘김 + +| 보기 | 다시 받는 것 | 문제 | +|---|---|---| +| 종단 onShow | 구조물(서버 + ss) | 상세 · uphill 안 다시 읽음 · `applyPipes(lastPipes)` 가 메모리 옛 목록을 폼에 실음 | +| 종단 onHide | — | 코리도 PUT | +| 횡단 onShow | 구조물 · 관(서버 + ss) · 상세 · `reconcileStaleDesigns` | 매번 1.2초 멈춤(54-5 S2) · 관 옵션 초안 다시 얹기는 마운트 때만 | + +### 1-4 한 보기에만 보이는데 두 보기가 쓰는 칸 + +- B06 만 보임: `phase:"detail"` 정의 칸 전부(C군 `form` · `foundation` · `face_role` · `face_slope_ratio` 등) · 표준 횡단면 전부(B05 계산이 씀) · 횡단 조정 줄 전부(3D 가 씀) +- B05 만 보임: 최소고 강제(횡단 종단도 편집 막기가 씀) · 시작 측점(메모리 · 새로고침하면 0) +- 칸은 없는데 계속 읽히는 키: `revet_foundation` · `pipe_kind` · 날개벽 치수 · BOX `wall/slab_thickness_m` · 물넘이 `ford_width/height/slope_pct` · 독립 기슭막이 `tiers` · `face_*` · `joint_spacing_m` + +## ② 목표 모양 + +``` +좌측 패널 칸 ─┐ +종단도 ▲▼ · 알약 끌기 ─┼─▶ 가게.write(칸, 값) ─▶ 세션 키 하나 ─▶ 가게.notify(칸) +카드 조정 줄 ─┘ │ + 종단 보기 · 횡단 보기 · 3D · 좌측 패널 ◀┘ (읽어 그림) +[저장] ─▶ 가게 칸마다 수집 ─▶ 서버 한 줄기 ─▶ 서버 정본 재계산 ─▶ 성공한 칸 비움 · 상세 다시 받음 +``` + +규칙 + +1. 가게 칸 = 자료 하나 · 세션 키 하나 · 칸마다 「저장 창구 · 저장 뒤 비움/남김」을 등록표 한 줄에 적음(`A00_Common/b_page_state.ts` 등록표 확장) +2. 쓰기는 `가게.write` 만 — 패널 · 카드 · 종단도 · 3D 모두. 날 `sessionStorage` · `readByKey` · `createSessionMap` 자리 없앰 +3. 읽기는 가게만 — 보기 지역 변수 · 패널 배열은 가게를 읽는 계산값으로만(들고 있지 않음) +4. 알림 한 길 — `가게.subscribe(칸, 함수)` · 숨은 보기는 「더러움」 표시만 · 보일 때 한 번 그림(54-5 S2 의 매번 1.2초 대신) +5. 보기 넘김 = 그리기만 — 서버 재조회는 가게 칸이 비었을 때(처음 · 저장 뒤)만 +6. 서버 결과(종횡단 상세)는 `Section_Store` 캐시 한 벌 · 두 보기 읽기만 · 세션 사본은 「불러온 원본」 용도로만(고침은 초안 칸이 들고 얹을 때 합침) +7. [저장] = 가게 칸 차례대로 한 번씩 · 보기 갈래 없음 · 관 쓰기 한 번 · 서버가 정본 재계산 · 성공 뒤 그 칸 비우고 상세 다시 받음 +8. 계산 자리는 5장 그대로 — 조작 중 브라우저가 같은 코드로 즉시 · [저장] 은 서버 재계산(브라우저 값 받아 적지 않음) + +가게 칸 (10) + +| # | 칸 | 세션 키(새) | 범위 | 저장 창구 | 저장 뒤 | +|---|---|---|---|---|---| +| 1 | 구조물 | `draft:structures` (그대로) | P | PUT structures | 비움 | +| 2 | 관 지점 시설 | `draft:pipes` (그대로 · `culvertopt` 흡수 · 흙막이 높이 · 단 수 · 구간 · 유입 형태 흡수) | P | PUT pipe-points 한 번 | 비움 | +| 3 | 계획선 | `draft:alignment-draft` (그대로) | R | PUT profile-alignment | 비움 | +| 4 | 상단측 | `draft:uphill` (그대로) | P | POST confirm | **비움(지금 안 비움)** | +| 5 | 횡단 patch | `draft:cross-patch` R — `{측점: {ground_type · section_mode · ditch_* · paved · two_stage_slope · rock_boundary_offset_m · cut_slope_ratio_user · crossw · revet_nudge(x,d,m) · revet_link · basin · ford_wall · box_body}}` | R | POST sections/save | 비움 | +| 6 | 표준 횡단면 | `draft:std-cross` (그대로) | P | sections/save 본문 | 비움(서버 값으로 다시 씨앗) | +| 7 | 페이지 설정 | `draft:profile-settings` (새) — 시작 측점 · 설계속도 · 지형 · 최소고 강제 · 등고선 간격 · 횡단 보기 반폭 | P | 새 PUT 또는 confirm 본문 | 비움 | +| 8 | 선택 | `draft:structure-pick` (그대로) | P | 저장 안 함 | 남김 | +| 9 | 보기 상태 | `pref:*` localStorage (그대로) | 계정 | ui-prefs | — | +| 10 | 종횡단 상세(결과) | `result:section-detail` (그대로 · 읽기 전용 원본) | R | — | 저장 뒤 다시 받음 | + +- 사토는 칸 없음 — 구조물(사토장) + 상세에서 나오는 파생 값 +- 소단(`berm`)은 칸 없음 — 구조물(소단)에서 파생 · 서버도 구조물에서 직접 만듦(지금 서버가 버리는 흠 해소) + +좌측 패널이 종횡단을 함께 제어 + +- 한 벌 폼이 두 보기에서 **같은 칸 묶음**을 보임 — `phase:"detail"` 칸 · 표준 횡단면 · 「횡단 조정」 줄을 B05 에서도 접힌 상자로(공간 문제는 접힘으로) +- 종단 전용(페이지 설정 · 계획노선)도 B06 에서 접힌 상자로 — 최소고 강제가 횡단 쪽 종단도 편집을 막는데 B06 에서 안 보이는 흠 해소 +- 카드 조정 줄 · 종단도 ▲▼ · 알약 끌기는 그대로 두되 가게 칸 5 · 3 · 1 에 씀 → 좌측 패널 칸이 같은 값을 즉시 보임 + +## ③ 칸마다 판정 + +### 3-1 남김 · 합침 + +| 칸 | 판정 | 근거 | +|---|---|---| +| 구조물군 · 종류 · 측점 · 잇기(`summary_item` · `group_items`) | 남김 | 종단 알약 · 벽 · M02(`M02_Table_Fill.py:119-164`) | +| C군 높이 · 설치 측 · 단 수 · 올림 · 이동 · `form` · `foundation` · `face_role` · `face_slope_ratio` | 남김 · **두 보기 다 보임** | 벽 그림 · 터파기 · 3D | +| 관경 · 유입/유출 구조 · 흙막이 형태 · 길이 · 전 · 후 · 집수정 높이 | 남김 | `Engine_Culvert.py` · 카드 · 3D · B07 | +| 흙막이 높이 = 관 `options` + `revetx.h` | **합침 → 관 `options`** | 지금 그림은 `revetx.h` 만 봄 · B05 에서 고친 값이 B06 을 거쳐야 감 | +| 추가 흙막이 단 수 = `soil_add_{n}` 개수 + `extrawall` | **합침 → 관 `options` 의 `soil_add_{n}`** | 서버는 `extrawall` 만 · M02 는 DB `extra_walls` 단 수 | +| 단별 구간 = `soil_add_{n}_length/before/after` + `extraspan` | **합침 → 관 `options`** | 같은 값 두 자리 | +| 유입 형태 = `inlet_structure` + `inletstruct` | **합침 → 관 `options.inlet_structure`** | 옵션 키는 아무도 안 읽고 ss 만 그림에 감 | +| `culvertopt`(구간 · 세월교 · BOX 스펙) | **합침 → 칸 2(관 지점 시설)** | 지금 GET 뒤 다시 PUT · 새로고침 뒤 화면에 안 얹힘 | +| 돌쌓기 위치 조정 `revetx` x · d · m · 집수정 위치 · 세월교 측벽 · BOX 구체 · 잇기 해제 | 남김 → 칸 5(횡단 patch) | 카드에서 낳은 값 = 횡단 patch 주인 | +| `crossdesign` · `rockb` · `cutslope` · `crossw` | **합침 → 칸 5** | 지금 넷이 따로 · 재계산 때만 얹힘 | +| 표준 횡단면 9칸 | 남김 · **두 보기 다 보임** | B05 · B06 · 서버 · B07 | +| 표준 `cross_slope_pct.max` | **재정의** | 계산은 min 만 · B07 도면만 max 를 먼저 씀 → 도면 5% 대 계산 3% | +| 시작 측점 · 설계속도 · 지형 · 최소고 강제 · 등고선 간격 · 횡단 반폭 | 남김 → 칸 7 · [저장] 경유 | 지금 메모리 · result 통 · 즉시 PUT 으로 흩어짐 | +| 소단 길이 · 폭 · 간격 · 기울기 | 남김(구조물 옵션) · `berm` 키 없앰 | 서버가 구조물에서 직접 | +| 사토장 `capacity_m3` | 남김 | `B06_Section_Engine_SpoilFill.py:118` | +| 기타 `name` | 남김 | 목록 이름 | +| 구조물 메모 | 사용자 결정 | 읽는 곳 없음 · 사용자 메모 성격 | + +### 3-2 삭제 · 재정의 후보 (16) + +A. 지금 아무도 안 읽는 화면 칸 + +| # | 칸 | 근거 | +|---|---|---| +| A1 | 그룹 형상 `{gid}__{length,height,before,after}_m` | 주석 「계산 안 함」(`B05_Profile_UI_Structures_Groups.ts:13-14`) · 바인딩 0 | +| A2 | 물넘이 `ford_slope_deg` | 폼 · 병합만 | +| A3 | 콘크리트 포장 `pave_spec` · 포장 `height_m` | 서버는 측점만 읽음 | +| A4 | 토취장 `capacity_m3` · 맹암거 `culvert_height_m` · `culvert_slope_pct` · 측구 `depth_cm` · 비탈면 녹화 7칸 | 읽는 곳 0 | +| A5 | 숨은 solve 전용 — 종단 · 횡단 샘플 간격 · 기준값 4칸 · 경로 계산 설정 전부 · 선택 포인트 칸 | [최적 경로 계산] 숨김 · inert | +| A6 | 「지난 정의 값」 상자(늘 숨김) | 54-1 에서 숨김 · 코드만 남음 | + +B. 옛 B08 수량산출로 넘기던 칸 — 지금 B08 · B09 는 빈 화면 · 읽는 곳 0 + +| # | 칸 | 생기는 곳 → 가던 곳 | +|---|---|---| +| B1 | 쌓기류 상세 — `stone_supply` · `stone_coeff_basis` · `stone_kind` · `back_len_cm` · `fill_concrete_mpa` · `thickness_top_m` · `thickness_bottom_m` · `weep_hole_diameter_mm` · `weep_hole_area_m2` · `blinding_concrete` (C군 · 흙막이 · 큰돌쌓기 · 돌기슭막이 · 골막이 · 바닥막이) | 구조물 정의 `phase=detail` → `structures.json options` → 옛 B08 품셈 열(정의에 「B08 `wants_blinding`」 그대로) | +| B2 | 골막이 `spillway` · `top_length_m` · `bottom_length_m` · 바닥막이 `area_m2` | 같음 | +| B3 | BOX `trench_depth_m` · `haunch_m` · `blinding_thickness_m` · `length_m` | 정의 「토공집계로 감」 · 칸 없음 | +| B4 | 포장 `separation_sheet` · `wire_mesh` | 화면에서 이미 뺌 | +| B5 | 화면에서 뺐는데 M02 바인딩이 읽는 칸 — `pipe_kind` · `wing_wall_type` · `inlet_basin_form` · 포장 `thickness_cm` · `width_m` · `widening_area_m2` · `joint_spacing_m` · 물넘이 `ford_width_m` · `ford_height_m` · `length_m` | **재정의** — 새 칸 이름으로 바인딩 다시 매김(25-3a 와 함께) | + +C. 서버 결과에 남은 옛 B08 칸 + +| # | 칸 | 근거 | +|---|---|---| +| C1 | `wall_fill_overlap` · 벽마다 `fill_overlap_m2` | B08 「두 번 셈」 사유용 · 읽는 곳 0 | +| C2 | `extra_walls` 안 높이 · 형태 · 구간 | M02 는 단 수만 → 단 수 하나로 | +| C3 | 토적 저장 묶음 합계 · `transfers` · 거르지 않은 `haul_plan` | 그림판 `haul_plan_drawing` 만 B07 이 씀 · B07 대신 읽기 먼저 정리 | +| C4 | 채집석 · 구조물 잔토 통로(`collected_stone_*` · `structure_spoil_*`) | `Prebuild.py:72-84` 가 늘 빈 값 | +| C5 | `cut_slope_segments` | 저장도 안 함 · 주석 「읽는 곳 없음」 | + +D. 키 · 코드 + +| # | 대상 | 근거 | +|---|---|---| +| D1 | 죽은 키 — `draft:selection` · `culvertmove` · `pref:section-panel-collapsed/-height` · 배수유역 `COLLAPSED_KEY` · ss `b05:pipes`(아무도 안 비움) · 가게 빈 칸 셋 · `hasDrafts` · `setActive` · `resetRoutePlan` · POST `cross-design`(54-5 H8) · `common_util_structure_lengths.py` · `common_util_storage.py:20` `B08_Quantity/quantities` · `common_util_node_bundle.py:23` B08 감시 | 쓰는 곳 · 부르는 곳 0 | + +- 삭제는 「정의 · 화면에서 숨김」 먼저 → 저장값은 `options` 에 그대로(데이터 안 잃음) → 새 B08 방향(25-3a) 정해진 뒤 걷음 +- 칸은 없는데 그림이 읽는 키(`revet_foundation` · BOX 두께 · 독립 기슭막이 `tiers` · `face_*` · 날개벽 치수 · 물넘이 폭)는 삭제 아님 — 칸을 되살리거나 고정 기본값으로 정하는 사용자 결정 몫(⑥) + +## ④ 옮김 (데이터 잃지 않음) + +브라우저 세션 키 + +| 옛 키 | 새 자리 | 방법 | +|---|---|---| +| `culvertopt` R | 칸 2 `draft:pipes` 의 그 시설 `options` | 등록표 `legacy` 함수 — 처음 읽을 때 합치고 옛 키 지움 | +| `revetx.h` · `extrawall` · `extraspan` · `inletstruct` R | 칸 2 관 `options`(`*_revet_height_m` · `soil_add_{n}_*` · `inlet_structure`) | 같음 | +| `revetx` x · d · m · `revetlink` · `basinadjust` · `fordadjust` · `boxadjust` · `crossdesign` · `rockb` · `cutslope` · `crossw` R | 칸 5 `draft:cross-patch` | 같음 · 키 열 개 → 하나 | +| `berm` R | 없앰(구조물에서 파생) | 읽고 버림 | +| `draft:cross-display` · `result:profile-enforce-min-cover` | 칸 7 `draft:profile-settings` | 같음 | +| 되돌리기 스냅샷 접두어(`B05_Profile_UI_Profile_History.ts:16`) | 새 키 이름 | 같이 고침 | + +- 선행: 날 `sessionStorage` · `readByKey` · `createSessionMap`(`B06_Section_UI_Page_Link_Session.ts:31-55`) · `Api_Culvert_Options.ts` · `Ford_Controls.ts` · `Persist.ts` rock/cutslope 자리를 `readState`/`writeState` 로 먼저 바꿔야 `legacy` 가 돎(지금 `migrate()` 는 `readState` 때만) + +서버 파일 · DB + +| 옛 자리 | 새 자리 | 방법 | +|---|---|---| +| DB `cross_sections.data.design` 의 `revet_adjust.h` · `extra_walls` 단 수 · `extra_spans` · `inlet_structure` | `pipe_points.json` 그 시설 `options` | **읽을 때 옮김** — 관 `options` 에 없으면 상세에서 채움(`common_util_drainage_pipes.py` `_migrate_protection:305` 꼴) · DB 칸은 한 주기 남겨 둠 | +| `pipe_points.json` `culvertopt` 로 덮이던 옵션 | 그대로(같은 파일) | 이관 없음 | +| 페이지 설정(stage 2 params · stage 1 `contour_interval_m`) | 그대로 읽고 [저장] 때만 씀 | 이관 없음 | +| 삭제 후보 B1~B4 옵션 값 | `options` 에 그대로 | 정의에서 숨기기만 · `_DROPPED_KEYS`(`B05_Profile_Structures_Repository.py:42,90`)에 넣는 것은 새 B08 정한 뒤 | +| 결과 칸 C1~C5 | 새로 저장할 때 안 씀 | 옛 행은 그대로 · 읽는 쪽 없음 확인 뒤 | + +- `pipe_points.json` 에 판번호가 없음 → 옮김 시작 때 `schema_version` 칸 하나 더함(옛 파일 = 1 로 읽음) + +## ⑤ 단계 차례 (8) + +| 단계 | 할 일 | 끝난 뒤 화면 | 크기 | 위험 | 흡수 | 54-22 겹침 | +|---|---|---|---|---|---|---| +| 0 | 등록표 한 곳 — 칸마다 「키 · 범위 · 저장 창구 · 저장 뒤 비움」 한 줄 · 날 ss 자리를 `readState`/`writeState` 로 · 죽은 키(D1) 걷음 | 같음(동작 그대로) | 중간 | 낮음 — 키 이름 그대로 | 54-16 D6 | 없음 | +| 1 | 저장 줄기 한 줄 — 관 PUT 한 번(배수유역도 메모리 PUT 뺌) · `culvertopt` 를 관 초안에 합쳐 같은 PUT · 저장 뒤 비우기를 등록표대로(`uphill` · 횡단 초안 포함) · 조작 중 `detail-basins` 서버 왕복을 저장 때로 | 관경 바로 저장 옛 값 사라짐 | 작음~중간 | 중간 — 관 시설 되붙이기 응답 처리 | 54-16 갈래 1 · 7 일부 · 54-5 S4 | 없음 | +| 2 | 횡단 patch 한 칸 `draft:cross-patch` · 상세를 불러올 때 한 번 얹음 · [저장]은 보기와 무관하게 칸 5 · 6 을 보냄 · `berm` 은 서버가 구조물에서 · `rock_boundary_offset_m` 을 `USER_TOUCHED_KEYS` 에 · `result:section-detail` 사본은 원본 전용 | 새로고침 · B05 [저장] 뒤에도 L형 등 그대로 | 중간 | 중간 — 키 열 개 옮김 | 54-16 갈래 2 · 3 · 4 | 없음 | +| 3 | 상세 한 벌 — 두 보기는 `Section_Store` 캐시만 읽음 · 종단 `currentSectionDetail` · 횡단 `sectionDetail` 걷음 · 구조물 · 관 바꿈 → 벽 · 면적 다시 얹기 공용 한 길 · 횡단 onShow 서버 재조회 · 전 측점 재계산은 더러울 때만 | 두 보기 누가토량 같음 · 보기 넘김 멈춤 사라짐 | 중간 | 중간 — 카드 · 3D 갱신 시점 | 54-16 갈래 5 · 54-5 S2 | **있음** — `design_profile.ts` · `B06_Section_UI_Section_View.ts` · `B06_Section_UI_Section_View_Profile.ts`(S1 디바운스 · 두 번 그리기) → 54-22 끝난 뒤 | +| 4 | 가게 실체화 — 칸마다 `write` · `subscribe` · 패널 배열 · 보기 지역 변수를 가게 읽기로 · 알약 끌기 · ▲▼ · 카드 단추도 `write` · 좌측 목록 · 폼은 바뀐 칸만 다시 그림 | 어느 보기에서 고쳐도 다른 보기 · 3D 즉시 | 큼 | 높음 — 흩어진 입구 전부 | 54-16 갈래 6 · 8 · 54-5 S6 | **있음** — `design_profile.ts`(▲▼ 입구) | +| 5 | 두 벌 칸 합침 — 흙막이 높이 · 단 수 · 구간 · 유입 형태를 관 `options` 로 · 카드 조정 줄은 같은 값을 읽고 씀 · 서버 `Engine_Culvert.py` 가 관 `options` 에서 · 읽을 때 옮김 | B05 에서 흙막이 바꿔도 카드 · 3D 바로 | 중간~큼 | 중간 — 서버 · 카드 · M02 단 수 | 54-16 갈래 7 | 없음 | +| 6 | 좌측 패널 한 벌 — `phase:"detail"` 칸 · 표준 횡단면 · 「횡단 조정」을 B05 에도(접힌 상자) · 페이지 설정 · 최소고 강제를 B06 에도 · 페이지 설정 칸 7 · 등고선 [재적용] · [3D 업데이트] · 반폭 [적용]을 [저장] 경유로 · 종단 onHide 코리도 PUT 없앰 | 두 보기 같은 패널 · [저장] 밖 쓰기 0 | 중간 | 중간 — 패널 높이 · 접힘 | 54-5 H9 | 없음 | +| 7 | 삭제 · 재정의 — A1~A6 · B1~B4 정의에서 숨김 · B5 바인딩 다시 매김 · C1~C5 새로 안 씀 · 표준 `cross_slope_pct.max` 정리 | 화면 칸 줄어듦 · M02 집계 그대로 | 중간 | 낮음(값 보존) · 바인딩은 25-3a 결정 필요 | — | **있음** — `B05_Profile_Structures_Schema.py`(H1) · `M02_Item_Snapshot.py`(H1) → 54-22 끝난 뒤 | + +- 단계마다 끝에 고친 대상 시험 + 54-16 재현 표(관경 바로 저장 · L형 새로고침 · B05 [저장] · 누가토량 두 값) 다시 잼 +- 0 → 1 → 2 는 서로 독립 · 바로 갈 수 있음 · 3 · 4 · 7 은 54-22 뒤 + +## ⑥ 사용자가 정할 것 + +1. 옛 B08 칸(B1~B4) — 지움 / 새 B08 면적산출 시트 입력으로 옮김 / 숨겨 둠 +2. 숨은 경로 계산 설정 · 샘플 간격 · 기준값 4칸 · 선택 포인트(A5) — 지움 / 남김 +3. 좌측 패널에서 B05 에도 「상세 칸 · 표준 횡단면 · 횡단 조정」, B06 에도 「페이지 설정」을 접힌 상자로 보이게 — 좋음 / 일부만 +4. 칸은 없는데 그림이 읽는 값(기슭막이 기초 · BOX 두께 · 날개벽 치수 · 물넘이 폭 · 독립 기슭막이 단 · 기울기) — 칸 되살림 / 고정 기본값 +5. BOX · 세월교 유입/유출 「흙막이」(골라도 아무것도 안 섬) — 그림 추가 / 선택지 뺌 +6. 등고선 [재적용] · [3D 업데이트] · 반폭 [적용] — [저장] 경유로 바꿔도 됨 / 지금처럼 즉시 +7. 사토 반영 — 저장 뒤만(지금) / 조작 중 즉시(브라우저 계산 추가) +8. 구조물 메모 — 남김 / 지움 diff --git a/docs/raw/조사/2026-10-06_54-33_횡단카드_종단창.md b/docs/raw/조사/2026-10-06_54-33_횡단카드_종단창.md new file mode 100644 index 000000000..c89449c09 --- /dev/null +++ b/docs/raw/조사/2026-10-06_54-33_횡단카드_종단창.md @@ -0,0 +1,72 @@ +54-33 끝 조사 · ① 갈래 3(추천 B: 열 수 자동 + 카드 최소·최대 폭) · ② 됨(같은 창 코드로 화면 조각만 팝업에 옮기는 길 · 키보드·메뉴 연결 손봐야 함) + +# ① 횡단 카드 크기 + +## 지금 크기가 정해지는 곳 +- 열 수 — `B06_Section_UI_Section_View.ts:319-326` : 열 수 = 칸 폭 ÷ (최소 폭 560 + 간격 16) 내림. 카드 폭 = 칸 폭을 열 수로 나눈 값. 최대 폭 없음 (`_Section_Common.ts:39-40` 상수 560·16). +- 높이 — `_Cross_View_Metrics.ts:57-64` : 1m 당 픽셀 = (카드 폭 − 좌우 여백 78) ÷ 가로 범위(m). 높이 = 고도 범위 × 1m 당 픽셀 + 위아래 여백 36 + 면적 표 머리방 58. 바닥 250 (`_Section_Common.ts:37`). +- 줄 높이 — `_Section_View.ts:344-349` : 같은 줄 카드 중 가장 큰 높이로 통일 (낮은 카드는 위아래 빈 자리). +- 그림 — `_Cross_View.ts:310-314` : SVG 가로세로 = 카드 px 그대로, viewBox 도 같은 값. 즉 CSS 확대·축소 없음 · 가로세로 같은 1m 당 픽셀 · 글자 크기 고정. +- 카드 틀 — `_Style_Cross.css:42-63`(머리·꼬리 줄) · `:119-123`(바둑판 · 열 수는 JS 가 직접 덮어씀). + +## 원인 +- 카드 높이 = 폭에 비례 (그림 모양 고정이므로). 칸 폭 1500 이면 2열 · 카드 약 740 폭 · 그림 높이 약 480 + 머리·꼬리 줄 → 한 줄이 칸 높이를 넘음. +- 폭을 줄이면 그림 전체가 같은 비율로 작아짐 = 축척(가로세로 비) 유지. 높이만 자르면 위아래 고도가 잘리거나 빈 자리가 늚. +- 줄여도 안 줄어드는 고정분 : 여백 36 · 면적 표 머리방 58 · 카드 머리·꼬리 · 바닥 250 → 아주 좁은 카드에서 높이가 폭을 따라 안 줄어듦. + +## 갈래 +- A. 최소 폭만 낮추기 (560 → 약 400) + - 고칠 곳 : 상수 한 줄. + - 장 : 가장 작음 · 축척 그대로. + - 단 : 1.5줄 보장 없음 (칸 높이를 안 봄) · 칸 폭마다 우연히 맞음. + - 크기 : 1줄. +- B. 열 수 자동 (추천) + - 고칠 곳 : `_Section_View.ts:319-326` 열 수 결정부 + 칸 높이도 보기(ResizeObserver 가 지금 폭만 봄 `:402-412`). + - 방식 : 열 수 2·3·4… 를 차례로 시험 → 첫 줄 높이 + 간격 + 둘째 줄 절반이 칸 높이 안에 드는 가장 적은 열 수 채택. 카드 폭이 최소 폭(예 360~400) 아래로 내려가면 거기서 멈춤. 최대 폭(예 800~900)을 넘는 1열은 열을 늘리거나 가운데 정렬로 폭 상한. + - 장 : 칸 높이가 달라져도(하단 패널 끌기·창 크기) 늘 1.5줄 근처 · 축척 유지(그림이 통째로 작아질 뿐 · 잘림 없음) · 계산이 기존 `crossPlotBase` 재사용. + - 단 : 하단 패널을 끌 때 열 수가 바뀌면 카드 전체 다시 그림 (열 수가 바뀔 때만 다시 그리게 막아야 함 · 줌·팬 상태는 측점별 캐시라 유지) · 좁아진 카드는 글자 대비 그림이 작아 읽기 힘든 한계(바닥 폭이 정함) · 바닥 250 · 머리방 58 같은 고정분이 1.5줄에 못 미치게 할 수 있음 → 이 값도 열 수 계산에 넣어야 함. + - 크기 : 약 40~60줄 + 시험 (`_Section_View.ts` 700줄 한계 확인 필요 · 열 수 계산을 별 파일로). +- C. 높이 상한 + 그림 맞춤 (CSS 만) + - 방식 : 카드 높이를 상한으로 막고 SVG 를 `preserveAspectRatio` 로 맞춤. + - 장 : 고치는 곳 적음. + - 단 : 그림이 줄어 양옆이 비고(폭 낭비) 카드 안 모든 클릭 좌표·끌기(`data-px-per-m`·팬)·글자 크기가 화면 배율과 어긋나 축척 신뢰 훼손 → 비추천. + +## 한계·확인 필요 +- 1.5줄이 실제로 되는 폭은 칸 높이와 단면 모양(고도 범위 · 가로 범위 · 세로 과장 배율)에 따라 다름 — 실측값 아님 · 식으로만 추정 : 칸 높이 500, 가로 40m, 고도 범위 23m 이면 카드 폭 약 300 까지 내려가야 1.5줄 → 바닥 폭 360~400 이면 칸 높이가 작은 화면에서는 1.5줄에 못 미칠 수 있음. 바닥 폭은 사용자 협의 대상(임의 확정 안 함). +- 줄 높이가 줄 최댓값이라 줄마다 열 수 시험 값이 다름 → 시험은 첫 줄과 둘째 줄을 실제 데이터로 계산. + +# ② 종단 하단 패널을 별도 브라우저 창으로 + +## 지금 하단 패널이 기대는 것 +- 한 벌만 존재 — `A00_Common/design/design_page.ts:116-118,125-138` (`profileSlot` · `shared.profile`) · 종단 보기·횡단 보기가 같은 인스턴스를 씀. 만드는 곳 `design_profile.ts:128-239`. +- 자료 — 같은 창 메모리(모듈 변수) + `sessionStorage`(초안·결과 · `b_page_state.ts:46-199,249-250`) + 설계 가게(`design_store.ts` : 구독 방식이 같은 창 안에서만 동작). 화면 취향(패널 높이·접힘)은 `localStorage` (+ 계정 서버 저장) → 창끼리 이미 공유. +- 페이지 쪽 연결 — 콜백 약 12 종 (`B05_Profile_UI_Profile_Panel_Types.ts:17-57` : 관 변경 · 구조물 이동·추가·삭제 · 측점 선택 · 횡단 재계산 알림 등) + `onSelectStation` · `onResetAll` + 횡단 카드 갱신 `refreshCards`. +- 창 전역에 거는 리스너 — `window` 포인터 놓기·취소·blur·keydown·keyup (`_Profile_Drag.ts:82-83,201-202` · `_Profile_Edit.ts:60-62` · `_Profile_Panel_Tools.ts:268-269,313-317` · `_Profile_Wheel`) · 우클릭 메뉴가 `document` 에 리스너 (`ui_template_context_menu.ts:57,67`) · 화면 크기 `window.innerHeight` (`_Profile_Heights.ts:26` · `_MassHaul.ts:231` · `_TableOverlay.ts:84`) · 토스트·모달은 `document.body` (`ui_template_elements.ts`, `ui_template_modal.ts`). +- 위치 — 종단 보기에서는 3D 위에 뜨는 판(`B05_Profile_UI_Style.css:42-54` absolute) · 횡단 보기는 카드 아래 흐름(`design_page.css:38-41`). + +## 갈래 +- A. 같은 창 코드로 화면 조각만 팝업에 옮기기 (추천) + - 방식 : [분리] 단추 → `window.open`(같은 출처 · 사용자 클릭 안에서) → 팝업 문서에 스타일 복사 → `profileSlot` 안 종단도 DOM 을 팝업 본문으로 옮김. 코드는 메인 창에서 계속 실행. + - 자료 공유 : 필요 없음 — 같은 메모리 · 같은 `sessionStorage` · 같은 가게. 편집 → 횡단 카드·3D 갱신도 지금 경로 그대로. + - 손볼 곳 : ① 창 전역 리스너를 요소의 소속 창(`ownerDocument.defaultView`)에 걸도록 약 10곳 ② 우클릭 메뉴 `document` 리스너와 화면 밖 보정 `window.innerWidth/Height` ③ 팝업 닫힘(`pagehide`) 때 DOM 을 원래 자리로 되돌림 · 메인 창 새로고침·이동 때 팝업 닫기 ④ 메인 쪽 빈 자리 처리(종단 보기 = 3D 가 전면 · 횡단 보기 = 카드 칸이 아래까지 늘어남) ⑤ 스타일 복사 (`link`·`style` 통째 복제 · 개발 서버 핫리로드 스타일 포함) ⑥ 토스트·모달은 메인 창에 뜸 (팝업 쪽에서 보이려면 별도 처리). + - 크기 : 신규 약 200~300줄 + 기존 약 8 파일 소폭 수정. 위험 중간 — 키보드(▲▼ 방향키)·끌기·우클릭 전부 다시 시험해야 함. +- B. 팝업이 자체 앱을 띄우고 BroadcastChannel 로 동기화 + - 방식 : 별도 라우트로 종단도만 띄우고 메인과 메시지 주고받기. + - 막히는 것 : `sessionStorage` 는 탭마다 따로(팝업 열릴 때 복사본만 받고 이후 갈라짐 · `storage` 이벤트도 세션 저장소는 창 사이 안 옴) → 초안 5종(계획고·관·구조물·선택·횡단 상세) 양방향 동기화 직접 구현 · 콜백 12종을 메시지로 바꿔야 함 · 자료 정본이 둘로 갈려 `CLAUDE.md` 5장(캐시 한 곳)과 충돌 · 횡단 상세 응답이 커서 메시지 비용 큼. + - 크기 : 큼 (수백 줄 + 충돌 처리). 비추천. +- C. 읽기 전용 거울 (팝업은 종단도 그림 + 선택 표시만, 편집은 메인) + - 장 : 단순(BroadcastChannel 로 선택 측점·종단 자료 복사). + - 단 : 편집 도구(▲▼·직선화·유토곡선 표)를 쓰려는 목적이면 의미 없음. + +## 한계·확인 필요 +- ORCA 내장 브라우저에서 `window.open` 팝업이 뜨는지 확인 안 함 — 되는지 먼저 한 번 시험 필요(안 되면 공용 브라우저에서만 검증). +- 팝업 차단 : 반드시 단추 클릭 안에서 열어야 함. +- 메인 창 닫기·이동 시 팝업 정리, 팝업 위치·크기 기억(취향 저장소 `pref` 에 한 칸)은 부가 작업. +- 두 창을 동시에 켜는 쓰기 충돌은 A 에서는 없음 (한 인스턴스). + +# 요약 다섯 줄 +1. ① 카드 높이는 폭에 비례(그림이 CSS 확대 없이 px 그대로) → 폭을 줄이면 축척 유지한 채 높이가 줄어듦. +2. 추천 B : 열 수를 칸 높이에 맞춰 자동 선택(1.5줄) + 카드 최소·최대 폭 상한 · 약 50줄 · 최소 폭 값은 협의 필요. +3. 한계 : 여백 36·머리방 58·바닥 250 은 안 줄어서 칸이 낮은 화면에서는 1.5줄에 못 미칠 수 있음. +4. ② 종단 패널은 지금 한 벌 + 같은 창 메모리·세션 저장소에 기댐 → 팝업에 별도 앱을 띄우면 동기화가 크게 어려움. +5. 추천 A : 코드는 메인에 두고 화면 조각만 팝업으로 옮김(자료 공유 불필요) · 창 전역 리스너 약 10곳과 메뉴 손봐야 함 · ORCA 에서 팝업 되는지 먼저 확인. diff --git a/docs/raw/조사/2026-10-06_54-44_새프로젝트.md b/docs/raw/조사/2026-10-06_54-44_새프로젝트.md new file mode 100644 index 000000000..e85985674 --- /dev/null +++ b/docs/raw/조사/2026-10-06_54-44_새프로젝트.md @@ -0,0 +1,19 @@ +# 54-44 새 검증 프로젝트 13 + +원본 입력 = 랩탑_보조(936be972…) · 새 로직 자동설계: 검증_랩탑메인 · 검증_sub1 · 검증_sub7 / 나머지 10 = 검증_랩탑메인 복제(tools_clone_project) + +| 이름 | 소유 user | 프로젝트 id | 상태 | B05 (구조물 · 관 · 첫 관 기본값) | +| --- | --- | --- | --- | --- | +| 검증_랩탑메인 | 3 | 226fc805-26c8-4f5a-9956-bacb200e10a5 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub1 | 3 | 7e420ed6-f940-4d12-a1a5-39cdcf70a391 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub7 | 3 | 6d3b2812-6d5a-4168-a932-40e4ae303d5a | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub2 | 3 | c9fcb148-00e9-45fb-80b9-685e36bc694b | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub3 | 3 | 1f93a515-df0a-4975-a8ba-daaa7672b123 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub4 | 3 | 269f0a78-bac2-4eff-b8ed-c96cf9327839 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub5 | 3 | bec7fe41-83e7-4df7-86a3-fdddaa1f8fec | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub6 | 3 | 2a505e36-591f-462a-8240-23ea655a6a91 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_sub8 | 3 | 1bb0f876-983f-4ca5-9cc7-f59ee1f77e0a | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_데스크탑메인 | 3 | 3e331b49-05e7-43f8-b464-bf06e05d9516 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 검증_데스크탑서브 | 3 | b97e52f4-a649-4be0-92cc-27b2f9458b2a | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 엄상준_검증 | 10 | d2245e3b-0468-4a90-ac5c-50b2adcb56e7 | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | +| 박동철_검증 | 9 | f1277414-39a7-476c-9dce-ab27e0b11cba | WF3_ANALYZING | 구조물 0 · 관 11 · 첫 관 options {"pipe_diameter_mm": 1000, "pipe_kind": "파형강관", "inlet_type": "집수정", "inlet_basin_length_m": 2, "inlet_basin_before_m": 1, "inlet_basin_after_m": 1, "inlet_basin_height_m": 1.5, "inlet_revet_form": "돌쌓기(찰)", "inlet_revet_length_m": 10, "inlet_revet_before_m": 5, "inlet_revet_after_m": 5, "inlet_revet_height_m": 1.5, "outlet_type": "기슭막이", "outlet_revet_form": "돌쌓기(찰)", "outlet_revet_length_m": 10, "outlet_revet_before_m": 5, "outlet_revet_after_m": 5, "outlet_revet_height_m": 1.5, "inlet_structure": "L"} | diff --git a/docs/raw/조사/2026-10-06_54-45_횡단_제약표.md b/docs/raw/조사/2026-10-06_54-45_횡단_제약표.md new file mode 100644 index 000000000..cad588697 --- /dev/null +++ b/docs/raw/조사/2026-10-06_54-45_횡단_제약표.md @@ -0,0 +1,55 @@ +# 54-45 횡단 형상 제약표 — 배관 · 흙막이 · 옹벽 + +범위: 관 · 집수정 · 관 보호공 흙막이(유입·유출) · 추가 흙막이(다단) · 사면안정 흙막이 · 옹벽. 화면 = 서버(같은 TS 를 Node 번들로 돎 — `config/server_calc_node`). 줄 번호는 B06_Section 기준. + +## 풂 + +| # | 무엇 | 어디 | 값 | 처리 | +|---|---|---|---|---| +| 1 | 관 유출 흙막이 — 원지반에 묻히면 위로 0.05m씩 되돌림(매몰-무교차 자리 금지) | 옛 `Culvert_Solve.ts:400` `requireCrossing` · 화면/서버 | 3도 절토선 교차 없으면 금지 | 이번에 풂 | +| 2 | 독립 기슭막이 유입 벽 — 1과 같은 되돌림 | 옛 `Culvert_Geom.ts:224` · 화면/서버 | 같음 | 이번에 풂 | +| 3 | 관 유입 흙막이 ▼ — 유출 벽이 원지반에 못 서면 유입도 못 내려감 | 옛 `Culvert_Solve.ts:436` `outletReceivable` · `placeInletWall` 가드 | 0.05m씩 되돌림 | 이번에 풂 | +| 4 | 사면안정 흙막이 · 옹벽 — 묻히는 자리면 위 · 안쪽으로 되돌림 | 옛 `Cross_Revetment.ts:209` `placeable` | 3도 절토선 교차 없으면 금지 | 이번에 풂 | +| 5 | 추가 흙막이 — 묻히는 자리면 d · x 되돌림 | 옛 `Culvert_Extra.ts:320` `placeable` | 이음선 위 지반 · 0.5m 이상 매몰 금지 | 이번에 풂 | +| 6 | 추가 흙막이 — 시작점이 원지반 아래면 다단 끊음 | 옛 `Culvert_Extra.ts:241` | 단 수 줄어듦 | 이번에 풂(`Culvert_Extra.ts:241`) | +| 7 | 추가 흙막이 — 남은 성토 0.7m 미만이면 다단 끊음 | 옛 `Culvert_Extra.ts:244` | 0.7m | 이번에 풂 | +| 8 | 추가 흙막이 — 앉을 지형 없으면 단 안 세움 | 옛 `Culvert_Extra.ts:296` | 지형 높이 0.05m 미만 | 이번에 풂 — 시작점 바로 밖에 섬(`Culvert_Extra.ts:295`) | +| 9 | 「좌우 이동 지형에 막힘」 값(`shiftBlockedM`) | 옛 `Culvert_Extra.ts:383` | 요청 − 적용 | 이번에 풂 — 막힘이 없어 안 나옴 | +| 10 | 형태별 높이 한도(메 2.0 · 찰 3.0 · 콘크리트 5.0) 자르기 | 54-42 지움 | — | 54-42 풂 | +| 11 | 추가 흙막이 원지반 맞춤 늘이기 | 54-42 지움 | — | 54-42 풂 | + +## 남김 + +| # | 무엇 | 어디 | 값 | 남긴 까닭 | +|---|---|---|---|---| +| 12 | 벽 윗면 노면 위 금지 | `Cross_Wall.ts:70` · `Culvert_Solve.ts:388`(d 하한) · `Cross_Revetment.ts:212`(d ≥ 0) | 노면 표고에서 멈춤 | 브레인 규칙 ① | +| 13 | 관 길이 m 단위 — 유출 흙막이 자리 = 관 끝 | `Culvert_Geom.ts:248` · `:435` | 올림 정수 m | 브레인 규칙 ② | +| 14 | 최소 토피 — 유입 관 끝 ≤ 노면 − 관경 − 토피 | `Culvert_Geom.ts:128` · `Culvert_Const.ts:14` | 0.5m | 관 규칙(노면 기준 · 원지반 아님) | +| 15 | 역경사 금지 — 유출 관 끝 ≤ 유입 관 끝 · 유출 흙막이 ▲ 한도 | `Culvert_Geom.ts:240` · `:401` · `Culvert_Solve.ts:390` | 실측 440.2: ▲ −5 요청 → d 0.5 | 물 흐름(관 규칙) · 유입이 원지반 자동값이면 간접으로 걸림 | +| 16 | 관 시작 관 끝 자동값 = 원지반(토피 상한 안) | `Culvert_Geom.ts:129` · `:186` | 자동 자리만 | 벽을 움직이면 벽 자리를 따라감 — 잠금 아님 | +| 17 | 관 흙막이 최소 높이 | `Culvert_Const.ts:142` | 관경 + 1.0m | 관이 벽 위로 · 바닥으로 안 나오게 | +| 18 | 흙막이 좌우 노견 안쪽 금지 | `Culvert_Solve.ts:393` · `Cross_Revetment.ts:208` | x ≥ 0 | 원지반 무관 · 도로 안으로 못 들어감 | +| 19 | 성토선 1:1.2 각도 유지 — 선반 하한 | `Culvert_Extra.ts:317` · `Cross_Revetment.ts:210` | x ≥ 1.2·d(실측 d 3 → x 3.6) | 원지반 무관 · 성토 물매 | +| 20 | 다단 관통 금지 — 아랫단 윗면 ≤ 윗단 바닥 | `Culvert_Extra.ts:300` | 실측 d 0 요청 → 0.5~0.9 | 벽끼리 규칙 | +| 21 | 다단 수 | `Cross_Structure_Panel.ts:340` | 0~9 | 화면 칸 한도 | +| 22 | 벽 최저 높이 | `Culvert_Extra.ts:253` · `Cross_Revetment.ts:184` | 근입 + 0.1 = 0.6m | 형상이 안 무너지게 | +| 23 | 근입 깊이 고정 | `Culvert_Const.ts:76` | 0.5m | 기하 기준선 | +| 24 | 벽 두께 | `Culvert_Const.ts:17` | 0.45m | 기하 기준 | +| 25 | 전면 기울기 = 표준경사 표(형태 무관) | `Cross_Lean.ts:22` | 단면유형 × 설치 측 × 높이 | 54-42 결정 | +| 26 | 집수정 I형 벽 바닥 원지반까지 묻음 | `Culvert_Basin.ts:244` | 지반 − 부재두께 | 집수정 — 54-45 벽 범위 밖 · 사용자 확인 필요 | +| 27 | 집수정 ㄴ·ㄷ 기본 판정(절토선 없으면 I) | `Culvert_Basin.ts:51` | 기본값만 | 고른 값은 그대로 · 잠금 아님 | +| 28 | 집수정 내공 | `Cross_Structure_Panel.ts:309` | 1~2m | 화면 칸 한도 | +| 29 | 집수정 좌우 노견 안쪽 금지 | `Cross_View_Structure.ts:134` | ≥ 0 | 원지반 무관 | +| 30 | 사면안정 흙막이 · 옹벽 설치 측 빈 칸 = 성토 쪽 · 양측 절토면 안 그림 | `Cross_Revetment.ts:175` | — | 단면유형 규칙(원지반 아님) | +| 31 | 성토사면 5m 초과 경고 | `Culvert_Const.ts:180` · `Cross_Culvert.ts:114` | 5m | 경고만 · 잠금 아님 | +| 32 | 바닥 원지반 이격 경고 | `Cross_Culvert.ts:186` · `Cross_Revetment.ts:372` | 이격 m | 경고만 · 잠금 아님 | +| 33 | 유입 흙막이 선택지 판정(`revetAllowed`) | `Culvert_Basin.ts:417` | 원지반 > 토피 상한 | 계산만 · 쓰는 곳 없음 — 잠금 아님 | + +## 확인 수치(검증_sub7 · 화면 eval = 서버 번들) + +- 440.2 · 85.1 · 720.4 관 — 유출 d 8 · x 1 그대로(깊게) · x 9 그대로(멀리 · 이격 4.3~7.2m) · 다단 2단 d 3 그대로 +- 옹벽(성토 측점에 붙임) — d 6 그대로 · ▲ −3 → 0(노면 멈춤) · 3단 중 3단 +- 440.2 유출 흙막이 ▼ 8번 누름 → 캐시 d 10 남음(되돌림 없음) +- 서버 면적 = 화면 9건 전부 같음(절토 · 성토 ㎡ 소수 넷째 자리) + +제약 33(남김 22) diff --git a/docs/wiki/graphify-out/.graphify_incremental.json b/docs/wiki/graphify-out/.graphify_incremental.json new file mode 100644 index 000000000..be9cedf87 --- /dev/null +++ b/docs/wiki/graphify-out/.graphify_incremental.json @@ -0,0 +1 @@ +{"files": {"code": [], "document": ["D:\\02_Software_Prog\\임도설계 및 견적자동화 프로그램 개발\\docs\\wiki\\architecture\\implementation_status.md", "D:\\02_Software_Prog\\임도설계 및 견적자동화 프로그램 개발\\docs\\wiki\\architecture\\project_map.md", "D:\\02_Software_Prog\\임도설계 및 견적자동화 프로그램 개발\\docs\\wiki\\architecture\\public_admin_map.md", "D:\\02_Software_Prog\\임도설계 및 견적자동화 프로그램 개발\\docs\\wiki\\architecture\\shared_resources.md", "D:\\02_Software_Prog\\임도설계 및 견적자동화 프로그램 개발\\docs\\wiki\\architecture\\workflow_data_flow.md", "D:\\02_Software_Prog\\임도설계 및 견적자동화 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=?UTF-8?q?chore(sync):=20=EB=AC=B4=EC=8B=9C=20?= =?UTF-8?q?=ED=8C=8C=EC=9D=BC(docs/.claude=20=C2=B7=20.obsidian=20=C2=B7?= =?UTF-8?q?=20=EC=BA=90=EC=8B=9C=20=EB=93=B1)=20=EC=8B=A4=EC=88=98=20?= =?UTF-8?q?=EC=BB=A4=EB=B0=8B=20=EB=90=98=EB=8F=8C=EB=A6=BC=20=E2=80=94=20?= =?UTF-8?q?=ED=8C=8C=EC=9D=BC=EC=9D=80=20=EA=B7=B8=EB=8C=80=EB=A1=9C=20?= =?UTF-8?q?=C2=B7=20=EA=B9=83=EC=97=90=EC=84=9C=EB=A7=8C=20=EB=BA=8C?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit Co-Authored-By: Claude Opus 5.5 Claude-Session: https://claude.ai/code/session_01FJqWQpoB1RE7hiaQ2wH8qV --- docs/.agents/rules/graphify.md | 14 - docs/.agents/workflows/graphify.md | 10 - docs/.claude/settings.json | 24 -- docs/.claude/settings.local.json | 22 -- docs/.codex/hooks.json | 15 - docs/.obsidian/app.json | 3 - docs/.obsidian/appearance.json | 1 - docs/.obsidian/community-plugins.json | 1 - docs/.obsidian/core-plugins.json | 33 --- docs/.obsidian/graph.json | 22 -- 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Use `graphify path "" ""` / `shortest_path` for relationships and `graphify explain ""` / `get_node` for focused concepts. These return a scoped subgraph, usually much smaller than `GRAPH_REPORT.md` or raw grep output. -- If graphify-out/wiki/index.md exists, navigate it instead of reading raw files -- Read graphify-out/GRAPH_REPORT.md only for broad architecture review or when query/path/explain do not surface enough context -- After modifying code files in this session, run `graphify update .` to keep the graph current (AST-only, no API cost) diff --git a/docs/.agents/workflows/graphify.md b/docs/.agents/workflows/graphify.md deleted file mode 100644 index c57bdf13b..000000000 --- a/docs/.agents/workflows/graphify.md +++ /dev/null @@ -1,10 +0,0 @@ ---- -name: graphify -description: Turn any folder of files into a navigable knowledge graph ---- - -# Workflow: graphify - -Follow the graphify skill installed at ~/.gemini/config/skills/graphify/SKILL.md to run the full pipeline. - -If no path argument is given, use `.` (current directory). diff --git a/docs/.claude/settings.json b/docs/.claude/settings.json 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