feat(B08): 구조물 집계표 서버 집계 길 — 배관마다 관매설 · 커플링 · 관보호공 · 흙막이 형태 · H · 돌붙임 · 계 · 열마다 조합 id(98-1)

Co-Authored-By: Claude Opus 5.5 <noreply@anthropic.com>
Claude-Session: https://claude.ai/code/session_01EYJJRCfHfdCGNhmXTjQKV7
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2026-10-08 14:08:10 +09:00
co-authored by Claude Opus 5.5
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"""B08 구조물 집계표 길(PLAN 98-1) — 읽기만 · 계산 서버 단독(CLAUDE.md 5장 ③).
GET /api/projects/{id}/quantity/summary
배관(횡단배수관) 한 곳마다 컨테이너 값 → 실무 구조물집계표 꼴 열 · 측점 줄 · 계
열 = 설계에 쓰인 값만 펼침 · 머리 = `group`[구조물, 형식, 규격] + `label`(단위 줄):
흙막이 › 형태 › H=높이 m 유입(흙막이일 때) · 유출 · 흙막이 n(실제 선 단까지)
· 길이 = 전 + 후 · 빈 높이 = 횡단도가 그리는 관경 최소 높이
돌붙임 › 찰붙임 · 메붙임 ㎡ 도수로/돌붙임 붙임 형식 · 면적(빈칸이면 안 셈 · 98-3)
관 공 › Φ{관경}m/m › 관매설 m B06 관 길이(1 m 올림 그대로)
› 커플링 ea 올림(L ÷ 1본) − 1 · 1본 = 프로젝트 층 M02 구조물집계표 변수
› 관보호공 모양 실제로 선 집수정 모양마다 1 개소(98-2 `inlet_basin`)
머리 글 = M02 정의 이름(`구조물정의.json` 종류.pipe.이름 — 사용자가 M02 에서 고침) ·
열마다 `combos` = 그 값을 낸 컨테이너에 이은 조합 id(`{층}|{주인}|{키}` · 95-3 모달 · 맨 윗 머리).
설계 = B08 토공과 같은 길(확정 노선 먼저) · 관 · 컨테이너 줄 = M02 채움 `collect_items` 재사용.
"""
from __future__ import annotations
import asyncio
import math
from pathlib import Path
from typing import Any
from uuid import UUID
from fastapi import APIRouter
from B06_Section.B06_Section_Engine_Culvert import pipe_wall_min_height_m
from B06_Section.B06_Section_Repository import (
get_confirmed_route_context,
get_cross_section_designs,
get_workflow_route_context,
)
from B08_Quantity.B08_Quantity_Router_Hydro import _project_root
from common_util.common_util_drainage_pipes import pipe_points_path_in, read_pipe_points_file
from common_util.common_util_summary_item import GROUP_JOIN
from config.config_db import get_db_pool
from M02_MasterTemplete import M02_Table_Fill as fill
from M02_MasterTemplete import M02_Template_Layers as layers
from M02_MasterTemplete.M02_Table_Fill_Spec import soil_tiers_from_designs
from M02_MasterTemplete.StructOptions import M02_SO_Definition as definition
router = APIRouter(prefix="/api/projects", tags=["B08 Summary"])
TABLE_NAME = "구조물집계표"
ONE_LENGTH_VAR = "파형강관_1본_m"
#: 필수 컨테이너 잇기 키(`design_structure_pipe.ts` link) — 관 · 유입 · 유출
LINKS = {"pipe": "grv6lny", "inlet": "gnbf9m9", "outlet": "g9lq9uk"}
SOIL = "기슭막이" # 저장 값(화면 이름 흙막이)
FORMS = ("돌쌓기(찰)", "돌쌓기(메)", "콘크리트", "돌망태", "통나무·목재틀", "바자")
SHAPES = ("I", "L", "U")
BONDS = ("찰붙임", "메붙임")
def _num(value: Any) -> float | None:
if isinstance(value, bool) or value in (None, ""):
return None
try:
return float(value)
except (TypeError, ValueError):
return None
def _combo(item: Any) -> str | None:
"""집계 항목 → 조합 id(화면 `comboId` 와 같은 꼴) · 없으면 None."""
if not isinstance(item, dict) or not item.get("key"):
return None
return f"{item.get('layer')}|{item.get('owner') or ''}|{item['key']}"
def one_pipe_length(project_root: str | Path) -> float | None:
"""1본 길이(m) — 프로젝트 층 구조물집계표 변수 · 없으면 시스템 층 · 빈칸이면 None."""
for folder in (layers.project_dir(project_root), layers.system_dir()):
found = layers.read_template(folder, "table", TABLE_NAME)
if found is not None:
value = _num((found["문서"].get("변수") or {}).get(ONE_LENGTH_VAR))
return value if value and value > 0 else None
return None
def couplings(length_m: float | None, one_m: float | None) -> int | None:
"""커플링 = 올림(L ÷ 1본) − 1(0 아래 없음) · 길이나 1본이 빈칸이면 None."""
if not length_m or not one_m:
return None
return max(math.ceil(length_m / one_m - 1e-9) - 1, 0)
def _basins(designs: Any) -> dict[float, str]:
"""설계 → `{측점: 실제로 선 집수정 모양}` — 안 섰으면 "" · 기록 없는 측점은 안 담음(98-2)."""
found: dict[float, str] = {}
for row in designs or []:
design = row.get("design") if isinstance(row, dict) else None
if isinstance(design, dict) and "inlet_basin" in design:
found[round(float(row.get("chainage_m") or 0.0), 3)] = str(design["inlet_basin"] or "")
return found
def _revet_length(options: dict[str, Any], head: str, unit: str) -> float | None:
"""흙막이 길이 = 전 + 후 · 둘 다 비면 길이 칸."""
before = _num(options.get(f"{head}before{unit}"))
after = _num(options.get(f"{head}after{unit}"))
if before is None and after is None:
return _num(options.get(f"{head}length{unit}"))
return (before or 0.0) + (after or 0.0)
class _Sheet:
"""열 · 측점 줄 · 계를 모음 — 같은 측점(1 cm)의 같은 열은 더함."""
def __init__(self) -> None:
self.columns: dict[str, dict[str, Any]] = {}
self.rows: dict[int, dict[str, Any]] = {}
def add(
self,
chainage: float,
key: str,
sort: tuple[Any, ...],
group: list[str],
label: str,
value: float | None,
combos: list[str | None],
) -> None:
cid = f"pipe:{key}"
column = self.columns.setdefault(
cid, {"id": cid, "group": group, "label": label, "combos": [], "_sort": sort}
)
for combo in combos:
if combo and combo not in column["combos"]:
column["combos"].append(combo)
row = self.rows.setdefault(round(chainage * 100), {"chainage_m": chainage, "values": {}})
if value is not None: # 열은 세움 — 놓였는데 값이 빈칸인 것이 보여야 함
row["values"][cid] = round((row["values"].get(cid) or 0.0) + value, 3)
def result(self) -> dict[str, Any]:
columns = sorted(self.columns.values(), key=lambda column: column["_sort"])
rows = [self.rows[key] for key in sorted(self.rows)]
total: dict[str, float] = {}
for row in rows:
for cid, value in row["values"].items():
total[cid] = round(total.get(cid, 0.0) + value, 3)
return {
"columns": [{k: v for k, v in c.items() if k != "_sort"} for c in columns],
"rows": rows,
"total": total,
}
def _order(values: tuple[str, ...], value: str) -> int:
return values.index(value) if value in values else len(values)
def pipe_summary(
project_root: str | Path,
designs: list[dict[str, Any]],
names: dict[str, str],
one_m: float | None,
) -> dict[str, Any]:
"""배관 한 곳마다 컨테이너 값 → 집계표 열 · 줄 · 계(저장 안 함)."""
items = fill.collect_items(
project_root,
fill.pipe_lengths_from_designs(designs),
soil_tiers=soil_tiers_from_designs(designs),
)
# 높이 등 빈 칸은 정의 기본값이 아니라 그림 규칙을 따라야 해 저장 그대로를 따로 읽음
raw = {
f"pipe@{round(float(point.chainage_m), 3)}": dict(point.options or {})
for point in read_pipe_points_file(pipe_points_path_in(Path(project_root)))
if (point.facility or "pipe") == "pipe"
}
basins = _basins(designs)
by_owner: dict[str, dict[str, Any]] = {}
for item in items:
if item["type_id"] != "pipe":
continue
owner, _, link = item["복사본"].partition(GROUP_JOIN)
entry = by_owner.setdefault(owner, {"links": {}})
if link:
entry["links"][link] = _combo(item.get("summary_item"))
else:
entry["base"] = item
sheet = _Sheet()
no_length = no_basin = 0
soil_name = names.get(f"outlet.structure={SOIL}", SOIL)
for owner, entry in by_owner.items():
base = entry.get("base")
if base is None:
continue
links = entry["links"]
options = raw.get(owner, {})
at = float(base["chainage_m"])
diameter = int(_num(base["options"].get("pipe_diameter_mm")) or 1000)
pipe_head = ["관 공", f"Φ{names.get(f'pipe.diameter={diameter}', diameter)}m/m"]
pipe_combos = [_combo(base.get("summary_item")), links.get(LINKS["pipe"])]
length = base.get("관연장")
no_length += not length
sheet.add(
at,
f"len|{diameter}",
(2, diameter, 0),
[*pipe_head, "관매설"],
"m",
length,
pipe_combos,
)
sheet.add(
at,
f"cp|{diameter}",
(2, diameter, 1),
[*pipe_head, "커플링"],
"ea",
couplings(length, one_m),
pipe_combos,
)
shape = fill._nearest(basins, at)
no_basin += shape is None
if shape:
sheet.add(
at,
f"basin|{diameter}|{shape}",
(2, diameter, 2 + _order(SHAPES, shape), shape),
[*pipe_head, "관보호공"],
names.get(f"inlet.form={shape}", shape),
1.0,
[links.get(LINKS["inlet"])],
)
# 흙막이 — 유입(흙막이일 때) · 유출 · 흙막이 n(container_rows 가 실제 선 단까지만 냄)
# 저장 키 = 필수는 `{쪽}_revet_{칸}_m` · 선택 흙막이는 `soil_add_{n}_{칸}`(명세 인스턴스 키)
sources = [
(f"{side}_revet_", "_m", side, links.get(LINKS[side]))
for side in ("inlet", "outlet")
if options.get(f"{side}_type") == SOIL
]
sources += [
(f"soil_add_{link[len('gsoiladd') :]}_", "", "soil_add", combo)
for link, combo in links.items()
if link.startswith("gsoiladd")
]
for head, unit, container, combo in sources:
form = str(options.get(f"{head}form") or "")
height = _num(options.get(f"{head}height{unit}"))
if height is None:
height = pipe_wall_min_height_m(diameter / 1000)
height_text = fill._label("height_m", height)
sheet.add(
at,
f"revet|{form or fill.EMPTY_LABEL}|{height_text}",
(0, _order(FORMS, form), form, height),
[
soil_name,
names.get(f"{container}.form={form}", form) or fill.EMPTY_TEXT,
f"H={height_text}",
],
"m",
_revet_length(options, head, unit),
[combo],
)
# 돌붙임 — 붙임 형식 · 면적이 다 있을 때만(설계자가 넣음)
for link, combo in links.items():
if not link.startswith("gchuteadd"):
continue
head = f"chute_add_{link[len('gchuteadd') :]}_"
bond = str(options.get(f"{head}bond") or "")
area = _num(options.get(f"{head}area"))
if options.get(f"{head}structure") != "돌붙임" or not bond or not area:
continue
sheet.add(
at,
f"chute|{bond}",
(1, _order(BONDS, bond), bond),
[
names.get("chute_add.structure=돌붙임", "돌붙임"),
names.get(f"chute_add.bond={bond}", bond),
],
"㎡",
area,
[combo],
)
out = sheet.result()
notes = []
if no_length:
notes.append(f"관 연장 없음 {no_length}곳 — B06 횡단 [저장] 뒤 채워짐")
if no_basin:
notes.append(f"집수정 모양 기록 없음 {no_basin}곳 — B06 횡단 [저장] 뒤 채워짐")
if one_m is None:
notes.append(f"1본 길이 변수({ONE_LENGTH_VAR}) 빈칸 — 커플링 빈칸")
return {**out, "notes": notes, "one_length_m": one_m}
def _summary(root: Path, designs: list[dict[str, Any]]) -> dict[str, Any]:
names = ((definition.read().get("종류") or {}).get("pipe") or {}).get("이름") or {}
return pipe_summary(root, designs, names, one_pipe_length(root))
@router.get("/{project_id}/quantity/summary")
async def structure_summary(project_id: UUID) -> dict[str, Any]:
root = await _project_root(project_id)
async with get_db_pool().acquire() as connection:
context = await get_confirmed_route_context(connection, project_id)
context = context or await get_workflow_route_context(connection, project_id)
# 노선 전이면 설계 없이 — 관은 서 있고 연장 · 집수정 모양만 빈칸(알림)
designs = (
await get_cross_section_designs(connection, int(context["route_id"])) if context else []
)
return await asyncio.to_thread(_summary, root, designs)
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@@ -65,6 +65,7 @@ from B07_DesignDetail.B07_DesignDetail_Router_Frame import router as b07_frame_r
from B07_DesignDetail.B07_DesignDetail_Router_PlanKinds import router as b07_plan_kinds_router
from B08_Quantity.B08_Quantity_Router_Earthwork import router as b08_earthwork_router
from B08_Quantity.B08_Quantity_Router_Hydro import router as b08_hydro_router
from B08_Quantity.B08_Quantity_Router_Summary import router as b08_summary_router
from M01_MasterData.M01_MasterData_Router import router as m01_master_data_router
from M02_MasterTemplete.M02_Labor_Router import router as m02_labor_router
from M02_MasterTemplete.M02_MasterTemplete_Router import router as m02_master_template_router
@@ -647,6 +648,7 @@ app.include_router(b07_frame_router, dependencies=protected_with_company)
app.include_router(b07_plan_kinds_router, dependencies=protected_with_company)
app.include_router(b08_hydro_router, dependencies=protected_with_company)
app.include_router(b08_earthwork_router, dependencies=protected_with_company)
app.include_router(b08_summary_router, dependencies=protected_with_company)
# B08 수량·B09 원가계산 라우터 13 개는 끊음 — 코드는 `old_code/` 에 있고 화면은 빈 틀만 뜬다(PLAN 7-3).
# 마스터 데이터 — 회사·프로젝트가 아니라 시스템 관리자만 본다.
system_admin_only = [Depends(verify_session), Depends(require_system_admin)]
@@ -0,0 +1,215 @@
# -*- coding: utf-8 -*-
"""B08 구조물 집계표 「횡단배수 | 배관」 실무 꼴 — PLAN 98-1.
2공구 구조물집계표(`4.2 수량산출(2공구).xlsx`) 꼴 견본:
71+13 Φ1200 L22 · 유입 흙막이(찰 H2.0) · 유출 메 H2.0
· 흙막이 1(메 H2.0 · 선 단 1 — 흙막이 2 는 안 섬) · 찰붙임 10 ㎡ → 커플링 올림(22/6)−1 = 3
78+7 Φ800 L18 · 집수정 ㄷ(U) · 유출 메 H2.0 10 m · 메붙임 20 ㎡ → 커플링 2
84+0 Φ800 L16 · 집수정 ㄴ(L) · 유출 메 H2.0 → 커플링 올림(16/6)−1 = 2 · 1본 8 m 면 1
89+10 Φ800 L(없음) · 유출 높이 빈칸 → 관경 최소 1.8 · 집수정 기록 없음 → 알림
"""
from __future__ import annotations
import json
from pathlib import Path
import pytest
from B08_Quantity import B08_Quantity_Router_Summary as summary
from M02_MasterTemplete import M02_Template_Layers as layers
from M02_MasterTemplete.StructOptions import M02_SO_Definition as definition
COMBO = {"layer": "system", "owner": None, "key": "SS000011", "name": "횡단배수 배관"}
OUT = {"layer": "company", "owner": "3", "key": "SC3-000001", "name": "기슭막이 메쌓기"}
WALL = {"side": "outlet", "key": "extra0"}
def _revet(side: str, form: str, height: float | None) -> dict:
found = {
f"{side}_type": "기슭막이",
f"{side}_revet_form": form,
f"{side}_revet_before_m": 5,
f"{side}_revet_after_m": 5,
f"{side}_revet_length_m": 99, # 전 + 후가 앞섬
}
if height is not None:
found[f"{side}_revet_height_m"] = height
return found
def _chute(bond: str, area: float) -> dict:
return {"chute_add_1_structure": "돌붙임", "chute_add_1_bond": bond, "chute_add_1_area": area}
POINTS = [
{
"chainage_m": 1433.0,
"options": {
"pipe_diameter_mm": 1200,
**_revet("inlet", "돌쌓기(찰)", 2.0),
**_revet("outlet", "돌쌓기(메)", 2.0),
"soil_add_1_form": "돌쌓기(메)",
"soil_add_1_height": 2,
"soil_add_1_before": 5,
"soil_add_1_after": 5,
"soil_add_2_form": "돌쌓기(메)",
"soil_add_2_height": 2,
**_chute("찰붙임", 10),
},
"summary_item": COMBO,
"group_items": {"g9lq9uk": OUT},
},
{
"chainage_m": 1567.0,
"options": {
"pipe_diameter_mm": 800,
"inlet_type": "집수정",
"inlet_structure": "auto",
**_revet("outlet", "돌쌓기(메)", 2.0),
**_chute("메붙임", 20),
},
"summary_item": COMBO,
},
{
"chainage_m": 1680.0,
"options": {
"pipe_diameter_mm": "800",
"inlet_type": "집수정",
**_revet("outlet", "돌쌓기(메)", 2.0),
"chute_add_1_structure": "돌붙임", # 붙임 형식 · 면적 빈칸 → 안 셈
},
},
{
"chainage_m": 1790.0,
"options": {"pipe_diameter_mm": 800, "inlet_type": "집수정", **_revet("outlet", "", None)},
},
]
DESIGNS = [
{
"chainage_m": 1433.0,
"design": {"pipe_length_m": 22, "inlet_basin": None, "extra_walls": [WALL]},
},
{"chainage_m": 1567.2, "design": {"pipe_length_m": 18, "inlet_basin": "U", "extra_walls": []}},
{"chainage_m": 1680.0, "design": {"pipe_length_m": 16, "inlet_basin": "L", "extra_walls": []}},
{"chainage_m": 1790.0, "design": {"extra_walls": []}},
]
@pytest.fixture
def root(tmp_path: Path) -> Path:
found = tmp_path / "proj"
edits = found / "B04_PreProcess/drainage/edits"
edits.mkdir(parents=True)
points = [{**p, "source": "user"} for p in POINTS]
(edits / "pipe_points.json").write_text(
json.dumps({"points": points}, ensure_ascii=False), encoding="utf-8"
)
return found
def _run(root: Path, one_m: float | None = 6.0) -> dict:
names = definition.read()["종류"]["pipe"]["이름"]
return summary.pipe_summary(root, DESIGNS, names, one_m)
def _cell(out: dict, at: float, cid: str):
row = next(r for r in out["rows"] if abs(r["chainage_m"] - at) < 0.01)
return row["values"].get(cid)
def test_관경마다_관매설_커플링_관보호공(root):
out = _run(root)
assert _cell(out, 1433, "pipe:len|1200") == 22
assert _cell(out, 1433, "pipe:cp|1200") == 3 # 올림(22/6) − 1
assert _cell(out, 1567, "pipe:len|800") == 18
assert _cell(out, 1567, "pipe:cp|800") == 2
assert _cell(out, 1680, "pipe:cp|800") == 2 # 올림(16/6) − 1
assert _cell(out, 1567, "pipe:basin|800|U") == 1 # 실제로 선 모양(자동 → 지형 규칙 결과)
assert _cell(out, 1680, "pipe:basin|800|L") == 1
assert _cell(out, 1790, "pipe:len|800") is None # 연장 없음 = 빈칸(0 아님)
assert _run(root, 8.0)["rows"][2]["values"]["pipe:cp|800"] == 1 # 1본 8 m: 올림(16/8) − 1
ids = [c["id"] for c in out["columns"]]
assert "pipe:basin|1200|U" not in ids and not any(i.startswith("pipe:basin|1200") for i in ids)
def test_흙막이_형태_높이마다_길이(root):
out = _run(root)
# 71+13: 유입 찰 10 · 유출 메 10 + 흙막이 1 메 10(선 단 1 — 흙막이 2 는 안 셈)
assert _cell(out, 1433, "pipe:revet|돌쌓기(찰)|2.0") == 10
assert _cell(out, 1433, "pipe:revet|돌쌓기(메)|2.0") == 20
# 집수정 유입은 흙막이로 안 셈 · 유출만
assert _cell(out, 1567, "pipe:revet|돌쌓기(찰)|2.0") is None
assert _cell(out, 1567, "pipe:revet|돌쌓기(메)|2.0") == 10
# 빈 높이 = 횡단도 관경 최소(Φ800 → 1.8) · 정의 기본 1.5 아님 · 빈 형태 = 미입력
assert _cell(out, 1790, "pipe:revet|-|1.8") == 10
head = next(c for c in out["columns"] if c["id"] == "pipe:revet|-|1.8")
assert head["group"][1:] == ["미입력", "H=1.8"]
def test_돌붙임은_형식_면적이_다_있을_때만(root):
out = _run(root)
assert _cell(out, 1433, "pipe:chute|찰붙임") == 10
assert _cell(out, 1567, "pipe:chute|메붙임") == 20
assert _cell(out, 1680, "pipe:chute|메붙임") is None
def test_머리_단위_차례_조합_계(root):
out = _run(root)
cols = {c["id"]: c for c in out["columns"]}
assert cols["pipe:len|800"]["group"] == ["관 공", "Φ800m/m", "관매설"]
assert cols["pipe:len|800"]["label"] == "m"
assert cols["pipe:cp|800"]["label"] == "ea"
assert cols["pipe:basin|800|U"]["group"][2] == "관보호공"
assert cols["pipe:basin|800|U"]["label"] == "ㄷ형" # M02 정의 이름(inlet.form=U)
assert cols["pipe:chute|찰붙임"]["label"] == "㎡"
assert cols["pipe:revet|돌쌓기(메)|2.0"]["group"][2] == "H=2.0"
# 차례: 흙막이 → 돌붙임 → 관 공(관경 오름 · 관매설 · 커플링 · 관보호공 I · L · U)
ids = [c["id"] for c in out["columns"]]
assert ids.index("pipe:revet|돌쌓기(찰)|2.0") < ids.index("pipe:revet|돌쌓기(메)|2.0")
assert ids.index("pipe:revet|돌쌓기(메)|2.0") < ids.index("pipe:chute|찰붙임")
assert ids.index("pipe:chute|메붙임") < ids.index("pipe:len|800")
assert ids[ids.index("pipe:len|800") :] == [
"pipe:len|800",
"pipe:cp|800",
"pipe:basin|800|L",
"pipe:basin|800|U",
"pipe:len|1200",
"pipe:cp|1200",
]
# 열마다 조합 id(95-3 모달 · 맨 윗 머리) — 그 값을 낸 컨테이너에 이은 조합
assert cols["pipe:len|800"]["combos"] == ["system||SS000011"]
assert cols["pipe:revet|돌쌓기(메)|2.0"]["combos"] == ["company|3|SC3-000001"]
# 계 줄 = 측점 값 합
assert out["total"]["pipe:len|800"] == 34
assert out["total"]["pipe:cp|800"] == 4
assert out["total"]["pipe:revet|돌쌓기(메)|2.0"] == 40 # 20 + 10 + 10
assert [round(r["chainage_m"]) for r in out["rows"]] == [1433, 1567, 1680, 1790]
def test_알림_연장_집수정_1본(root):
notes = _run(root, None)["notes"]
assert any("관 연장 없음 1곳" in n for n in notes)
assert any("집수정 모양 기록 없음 1곳" in n for n in notes)
assert any("파형강관_1본_m" in n for n in notes)
def test_1본_길이는_프로젝트_층_변수(root, tmp_path, monkeypatch):
system = tmp_path / "master"
(system / "table").mkdir(parents=True)
(system / "table/구조물집계표.json").write_text(
json.dumps({"변수": {"파형강관_1본_m": 8}}), encoding="utf-8"
)
monkeypatch.setattr(layers, "SYSTEM_ROOT", system)
assert summary.one_pipe_length(root) == 8
mine = layers.template_path(layers.project_dir(root), "table", "구조물집계표")
mine.parent.mkdir(parents=True)
mine.write_text(json.dumps({"변수": {"파형강관_1본_m": 6}}), encoding="utf-8")
assert summary.one_pipe_length(root) == 6
mine.write_text(json.dumps({"변수": {"파형강관_1본_m": ""}}), encoding="utf-8")
assert summary.one_pipe_length(root) is None
def test_라우터_등록():
text = (Path(__file__).resolve().parents[2] / "main.py").read_text(encoding="utf-8")
assert "app.include_router(b08_summary_router, dependencies=protected_with_company)" in text