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>
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"""Debug (2026-10-13): build the tapered coping pieces step by step and report validity / boolean results.
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Run through the app runner: python -c "..." (see tools usage in the session log)."""
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import json
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import math
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import Rhino.Geometry as rg
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P = json.load(open(PARAMS_PATH, encoding="utf-8"))
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c = P["coping"]
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TOL = 0.01
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out = {}
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w, R, L0, z_tip = c["width_y"], c["plan_corner_radius"], c["plan_length"], c["z_tip"]
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zmin = min(z for _, z in c["profile_xz"])
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trap = [(-1250, zmin), (1250, zmin), (L0 / 2, z_tip), (-L0 / 2, z_tip)]
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prof = rg.PolylineCurve([rg.Point3d(x, -w / 2, z) for x, z in trap + trap[:1]])
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srf = rg.Surface.CreateExtrusion(prof, rg.Vector3d(0, w, 0))
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low = srf.ToBrep().CapPlanarHoles(TOL)
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out["lower"] = dict(valid=low.IsValid, solid=low.IsSolid, orient=str(low.SolidOrientation),
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vol=rg.VolumeMassProperties.Compute(low).Volume if low.IsSolid else None)
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if low.SolidOrientation == rg.BrepSolidOrientation.Inward:
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low.Flip()
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cx, cy = L0 / 2 - R, w / 2 - R
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blk = rg.Box(rg.BoundingBox(cx, cy, zmin - 100, cx + R + 100, cy + R + 100, z_tip + 100)).ToBrep()
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cyl = rg.Cylinder(rg.Circle(rg.Plane(rg.Point3d(cx, cy, zmin - 200), rg.Vector3d.ZAxis), R), z_tip - zmin + 400).ToBrep(True, True)
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waste = rg.Brep.CreateBooleanDifference(blk, cyl, TOL)
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out["waste"] = dict(n=len(waste) if waste else 0, valid=[b.IsValid for b in waste] if waste else None,
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solid=[b.IsSolid for b in waste] if waste else None)
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if waste:
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d1 = rg.Brep.CreateBooleanDifference(low, waste[0], TOL)
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out["low_minus_one"] = dict(n=len(d1) if d1 else 0)
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inter = rg.Brep.CreateBooleanIntersection(low, waste[0], TOL)
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out["low_and_one"] = dict(n=len(inter) if inter else 0,
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vol=[rg.VolumeMassProperties.Compute(b).Volume for b in inter] if inter else None)
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x = rg.Intersect.Intersection.BrepBrep(low, waste[0], TOL)
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out["brepbrep"] = dict(ok=x[0], curves=len(x[1]), pts=len(x[2]))
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json.dump(out, open(OUT_PATH, "w"), indent=1, default=str)
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print(json.dumps(out, default=str))
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@@ -0,0 +1,18 @@
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"""Dump DIMENSION entities (defpoints, measurement, text) of a region (read only)."""
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import sys
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from dxftools import doc
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lab = sys.argv[1]
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x0, y0, x1, y1 = map(float, sys.argv[2:6])
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for e in doc(lab).modelspace().query("DIMENSION"):
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p = e.dxf.defpoint
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q2, q3 = e.dxf.get("defpoint2"), e.dxf.get("defpoint3")
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pts = [v for v in (p, q2, q3) if v is not None]
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if not any(x0 <= v.x <= x1 and y0 <= v.y <= y1 for v in pts):
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continue
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try:
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m = e.get_measurement()
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except Exception:
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m = None
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f = lambda v: f"({v.x:.1f},{v.y:.1f})" if v is not None else "-"
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print(e.dxf.handle, f"{m:.1f}" if isinstance(m, float) else m, repr(e.dxf.get("text", "")), f(q2), f(q3), f(p), e.dxf.get("angle", 0))
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@@ -0,0 +1,9 @@
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[
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{
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"source": "교각배근도(울산P1).dwg",
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"source_sha256": "5805357b67af903ef0a9f17007a31e3ab513accb69d83e5b8950a0272c20707a",
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"dxf": "교각배근도(울산P1).dxf",
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"dxf_sha256": "705e7370f102a0127b45db56db36484d6e5ee0ddc9439e532a4a5c9d986c2428",
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"engine": "ODA File Converter 27.1.0"
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}
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]
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File diff suppressed because it is too large.
Load diff
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"""Reading aids for the Ulsan P1 drawing (read only): render a region, dump entities of a region.
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usage:
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python dxftools.py render <D1|D2|D3> x0 y0 x1 y1 <name> [px] -> 판독/<name>.png
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python dxftools.py dump <D1|D2|D3> x0 y0 x1 y1 [layer-regex] -> prints LINE/LWPOLYLINE/ARC/CIRCLE/TEXT
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DXF source: Code/울산P1판독/dxf (converted from a copy of RAG/교각배근도(울산P1).dwg).
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"""
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import re
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import sys
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from pathlib import Path
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import ezdxf
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from ezdxf import bbox
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HERE = Path(__file__).resolve().parent
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DXF = HERE / "dxf"
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_CACHE = {}
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def doc(label):
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if label not in _CACHE:
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path = sorted(DXF.glob("*.dxf"))[int(label[1]) - 1]
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_CACHE[label] = ezdxf.readfile(path)
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return _CACHE[label]
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def in_region(e, x0, y0, x1, y1):
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try:
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b = bbox.extents([e], fast=True)
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except Exception:
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return False
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return b.has_data and b.extmax.x >= x0 and b.extmin.x <= x1 and b.extmax.y >= y0 and b.extmin.y <= y1
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def entities(label, x0, y0, x1, y1, layer=None):
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rx = re.compile(layer) if layer else None
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for e in doc(label).modelspace():
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if rx and not rx.search(e.dxf.layer):
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continue
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if in_region(e, x0, y0, x1, y1):
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yield e
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def describe(e):
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t, L, h = e.dxftype(), e.dxf.layer, e.dxf.handle
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r = lambda v: round(v, 1)
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if t == "LINE":
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s, f = e.dxf.start, e.dxf.end
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return f"{h} {L} LINE ({r(s.x)},{r(s.y)})-({r(f.x)},{r(f.y)}) len {r(s.distance(f))}"
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if t == "LWPOLYLINE":
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pts = [(r(p[0]), r(p[1])) for p in e.get_points()]
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return f"{h} {L} PLINE closed={e.closed} {pts}"
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if t == "ARC":
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c = e.dxf.center
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return f"{h} {L} ARC c({r(c.x)},{r(c.y)}) r {r(e.dxf.radius)} {r(e.dxf.start_angle)}..{r(e.dxf.end_angle)}"
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if t == "CIRCLE":
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c = e.dxf.center
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return f"{h} {L} CIRCLE c({r(c.x)},{r(c.y)}) r {r(e.dxf.radius)}"
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if t in ("TEXT", "MTEXT"):
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p = e.dxf.insert
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s = e.plain_text() if t == "MTEXT" else e.dxf.text
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return f"{h} {L} {t} ({r(p.x)},{r(p.y)}) '{s.strip()}'"
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if t == "INSERT":
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p = e.dxf.insert
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return f"{h} {L} INSERT {e.dxf.name} ({r(p.x)},{r(p.y)})"
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return f"{h} {L} {t}"
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def render(label, x0, y0, x1, y1, name, px=2400):
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import matplotlib
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matplotlib.use("Agg")
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import matplotlib.pyplot as plt
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from ezdxf.addons.drawing import Frontend, RenderContext
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from ezdxf.addons.drawing.config import BackgroundPolicy, ColorPolicy, Configuration
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from ezdxf.addons.drawing.matplotlib import MatplotlibBackend
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d = doc(label)
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keep = list(entities(label, x0, y0, x1, y1))
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fig = plt.figure(figsize=(px / 100, px * (y1 - y0) / (x1 - x0) / 100), dpi=100)
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ax = fig.add_axes([0, 0, 1, 1])
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cfg = Configuration(background_policy=BackgroundPolicy.WHITE, color_policy=ColorPolicy.BLACK)
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Frontend(RenderContext(d), MatplotlibBackend(ax), config=cfg).draw_entities(keep)
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ax.set_xlim(x0, x1)
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ax.set_ylim(y0, y1)
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ax.set_aspect("equal")
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ax.axis("off")
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out = HERE / "판독" / f"{name}.png"
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out.parent.mkdir(exist_ok=True)
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fig.savefig(out, facecolor="white")
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plt.close(fig)
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return out
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if __name__ == "__main__":
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cmd, label = sys.argv[1], sys.argv[2]
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x0, y0, x1, y1 = map(float, sys.argv[3:7])
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if cmd == "render":
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print(render(label, x0, y0, x1, y1, sys.argv[7], int(sys.argv[8]) if len(sys.argv) > 8 else 2400))
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else:
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for e in entities(label, x0, y0, x1, y1, sys.argv[7] if len(sys.argv) > 7 else None):
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print(describe(e))
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"""R2 (column rebar) reading of the Ulsan P1 drawing -> data/산외교울산P1 params.column_rebar / rebar_marks /
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display palette, expected.G2; adds G2 to the pier scope.
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배근도(1) (sheet x 0..46000): front view footing bottom y -40253.3, column CL x 10473.9; sections C-C / D-D / E-E.
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- main P1: 68 bars (CSBSEC1 inserts) on r 1125, pitch 360/68, start 0 deg; drawn 0/180-deg bars: vertical from
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FB+540, R340 bend (B041/B042), leg at FB+200 outwards; schedule A 27.510, B 534 (= pi/2 x 340), C 500
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- hoops R 1.149 (schedule; drawn arc 1147.5): chain '150','625','11@150=1.650','25@150=3.750','70@300=21.000'
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-> P3 (V, coupler 55) 12 levels in the footing, P4 (X, coupler 55) 25, P2 (VI, laps 380, hooks 200) 70
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- ties P5 (I, 2.295 + 2 x 150): chain '150','625','3@1.800','11@1.800','1.200' -> 16 levels x 4 (64);
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section lines at 0 / 42.4 / 90 / 132.4 deg (bar positions 0, 8, 17, 25)
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"""
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import json
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import shutil
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import sys
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import time
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from pathlib import Path
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HERE = Path(__file__).resolve().parent
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APP = HERE.parent / "교각모델링앱"
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PIER = APP / "data" / "산외교울산P1"
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FB = 42763
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S = json.loads((HERE / "판독" / "schedule.json").read_text(encoding="utf-8"))
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ROWS = {r["mark"]: r for t in S.values() for r in t["rows"]}
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def L(m):
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"""Schedule length (first value right of J/R columns) in mm."""
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return round(float(ROWS[m]["_right"][-2][1]) * 1000)
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def chain(start, groups, base):
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z = base + sum(start)
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out = [z]
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for n, p in groups:
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for _ in range(n):
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z += p
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out.append(z)
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return out
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def main():
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P = json.loads((PIER / "params.json").read_text(encoding="utf-8"))
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E = json.loads((PIER / "expected.json").read_text(encoding="utf-8"))
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stamp = time.strftime("%Y%m%d_%H%M%S")
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(PIER / "backup").mkdir(exist_ok=True)
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for f in ("params.json", "expected.json"):
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shutil.copy2(PIER / f, PIER / "backup" / f"{Path(f).stem}_before_R2_{stamp}.json")
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hoop_chain = {"start": [150, 625], "groups": [[11, 150], [25, 150], [70, 300]]}
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levels = chain(hoop_chain["start"], hoop_chain["groups"], FB)
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zones = [("P3", 12), ("P4", 25), ("P2", 70)]
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cut = [0, 12, 37, 107]
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tie_chain = {"start": [150, 625], "groups": [[14, 1800], [1, 1200]]}
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a = lambda m: round(float(ROWS[m]["A"]) * 1000) if "." in ROWS[m]["A"] else int(ROWS[m]["A"])
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P["column_rebar"] = {
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"form": "ring",
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"schedule": {m: {k: v for k, v in ROWS[m].items() if k not in ("y", "_right")} | {"L": ROWS[m]["_right"][-2][1]}
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for m in ("P1", "P2", "P3", "P4", "P5")},
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"main": {"mark": "P1", "count": 68, "start_deg": 0.0, "radius": 1125.0, "hook_leg_z": FB + 200, "bend_r": 340,
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"hook_leg": 500, "straight_from": FB + 540, "straight_len": a("P1"),
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"src": "배근도(1) 단면 C-C/D-D/E-E CSBSEC1 68개 r 1,125 (start 0 deg); 정면 B041/B042 R340, A91D/A920 시작 FB+540; 재료표 P1"},
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"hoops": {"radius": 1149, "zones": [
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{"mark": "P3", "type": "coupler_half", "levels": levels[cut[0]:cut[1]], "a": a("P3"), "gap": int(ROWS["P3"]["B"])},
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{"mark": "P4", "type": "coupler_ring", "levels": levels[cut[1]:cut[2]], "a": a("P4"), "gap": int(ROWS["P4"]["B"])},
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{"mark": "P2", "type": "lap_half", "levels": levels[cut[2]:cut[3]], "a": a("P2"), "lap": int(ROWS["P2"]["J"]),
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"hook": int(ROWS["P2"]["B"])}],
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"src": "재료표 R 1.149 (단면 원호 작도 1,147.5); 정면 사슬 '150','625','11@150','25@150','70@300'; 이음 위치 [추론]"},
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"ties": {"mark": "P5", "levels": chain(tie_chain["start"], tie_chain["groups"], FB),
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"angles_deg": [0.0, 8 * 360 / 68, 90.0, 25 * 360 / 68], "straight": a("P5"), "hook": int(ROWS["P5"]["B"]),
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"z_offset": 16 / 2 + 19 / 2,
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"src": "정면 사슬 '3@1.800','11@1.800','1.200' (+ 첫 단 775) = 16단 x 4 = 64; 단면 선 0/42.4/90/132.4 deg; 갈고리 아래 [추론]"},
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}
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P["rebar_marks"] = {m: {"dia": r["dia"], "shape": r["shape"]} for m, r in ROWS.items()}
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P["rebar_marks_src"] = "배근도(3) 철근재료표 SD400·SD500 (34 마크)"
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pal = P["display"]["rebar_palette"]
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pal.setdefault("22", [23, 190, 207])
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pal.setdefault("13", [140, 86, 75])
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P["display"]["column_mark_colours"] = {"P1": [200, 40, 40], "P2": [40, 120, 200], "P3": [40, 170, 170],
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"P4": [90, 90, 220], "P5": [140, 60, 160]}
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P["display"]["src"] = "R8 팔레트(2026-10-07) + 울산 확장 H22 (23,190,207), H13 (140,86,75) [2026-10-13]; 숨김 없음"
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P["scope"] = sorted(set(P["scope"]) | {"G2"})
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P["builders"]["G2"] = "column_rebar_ring.py"
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E["rebar_palette"] = dict(E["rebar_palette"], **{"22": [23, 190, 207], "13": [140, 86, 75]})
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E["checkers"]["G2"] = "g2_ring.py"
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E["negative"]["G2"] = [{"mark": "P1", "d": [5, 0, 0]}, {"mark": "P2", "d": [0, 0, 5]}]
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E["G2"] = {
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"schedule_L": {m: L(m) for m in ("P1", "P2", "P3", "P4", "P5")},
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"schedule_n": {m: int(ROWS[m]["n"]) for m in ("P1", "P2", "P3", "P4", "P5")},
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"dia": {m: int(ROWS[m]["dia"][1:]) for m in ("P1", "P2", "P3", "P4", "P5")},
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"main": {"mark": "P1", "radius": 1125, "divisions": 68, "start_deg": 0.0, "bottom_above_footing": 200,
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"top_parts": [540, 27510]},
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"hoop_chain": hoop_chain, "hoop_zones": zones, "r_hoop": 1149,
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"tie": {"mark": "P5", "chain": tie_chain, "per_level": 4, "offset": 17.5},
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"no_fillet_marks": ["P1", "P3", "P4"],
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"src": "재료표 L·수량·R; 단면 '125','1.125','1.125','125', DIVISION 68; 정면 사슬(띠철근 외측·크로스타이); P1 갈고리 작도 높이 200/540",
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}
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(PIER / "params.json").write_text(json.dumps(P, ensure_ascii=False, indent=1), encoding="utf-8")
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(PIER / "expected.json").write_text(json.dumps(E, ensure_ascii=False, indent=1), encoding="utf-8")
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print("hoop levels", len(levels), levels[0], levels[-1], "ties", len(P["column_rebar"]["ties"]["levels"]),
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P["column_rebar"]["ties"]["levels"][-1])
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print("schedule L", E["G2"]["schedule_L"], "scope", P["scope"])
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if __name__ == "__main__":
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main()
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@@ -0,0 +1,111 @@
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"""R3 (footing rebar) reading of the Ulsan P1 drawing -> data/산외교울산P1 params.footing_rebar, expected.G3;
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adds G3 to the pier scope (builder footing_rebar_mats.py, checker g3_mats.py).
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배근도(1) front view (CX 10473.9, FB y -40253.3) and side view (CX 24604.3); footing 7,500 x 7,500 x 2,500.
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- position chains: top '100','150','28@250=7.000','50','100(상면)'; bottom '100','150','56@125=7.000','50','100(하면)';
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middle '100','400','13@500=6.500','400','100(중앙)'. The side-view top chain ends with '150','100' -> B4 last
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bar at 3,650 (front view: 3,600) - drawing inconsistency, modelled as drawn.
|
||||
- Y-direction (front): bottom z 127.5 = B2 (U, legs up 2,250, on the top-row positions, 31) + B3 (other 28);
|
||||
top z 2,422.5 = B1 (31). X-direction (side): bottom z 172.5 = B5 (U) + B6; top z 2,377.5 = B4.
|
||||
The B5 positions follow the front top row (bottom chain has no 3,650) [추론].
|
||||
- B8 perimeter hoops centreline ±3,672.5, z 375..2,175 @300 (7); B9 (X) / B10 (Y) mid layer z 1,275 at the
|
||||
drawn positions, legs 100 down; both at the same z (drawn) -> cross at the intersections (recorded).
|
||||
- B7 verticals on the 14 x 14 grid -3,250..3,250 @500, checkerboard (i+j even) = 98 [추론]; drawn z 150..2,400,
|
||||
A 2,218 centred -> z0 166 [추론]; legs 100 along +Y (avoids the X-direction bottom bars) [추론].
|
||||
"""
|
||||
import json
|
||||
import shutil
|
||||
import time
|
||||
from pathlib import Path
|
||||
|
||||
HERE = Path(__file__).resolve().parent
|
||||
APP = HERE.parent / "교각모델링앱"
|
||||
PIER = APP / "data" / "산외교울산P1"
|
||||
S = json.loads((HERE / "판독" / "schedule.json").read_text(encoding="utf-8"))
|
||||
ROWS = {r["mark"]: r for t in S.values() for r in t["rows"]}
|
||||
MARKS = [f"B{i}" for i in range(1, 11)]
|
||||
|
||||
ROW_DEF = {
|
||||
"bottom": {"first": [-3650], "start": -3500, "pitch": 125, "n": 57, "last": [3600]},
|
||||
"top_front": {"first": [-3650], "start": -3500, "pitch": 250, "n": 29, "last": [3600]},
|
||||
"top_side": {"first": [-3650], "start": -3500, "pitch": 250, "n": 29, "last": [3650]},
|
||||
"grid": {"start": -3250, "pitch": 500, "n": 14},
|
||||
}
|
||||
MID = [-3250, -2250, -1250, -250, 750, 1750, 2750]
|
||||
|
||||
|
||||
def row(spec):
|
||||
return sorted(spec.get("first", []) + [spec["start"] + spec["pitch"] * i for i in range(spec["n"])] + spec.get("last", []))
|
||||
|
||||
|
||||
def mm(v):
|
||||
return round(float(v) * 1000) if "." in v else int(v)
|
||||
|
||||
|
||||
def L(m):
|
||||
return round(float(ROWS[m]["_right"][0][1]) * 1000) # first value right of the J column = L
|
||||
|
||||
|
||||
def main():
|
||||
P = json.loads((PIER / "params.json").read_text(encoding="utf-8"))
|
||||
E = json.loads((PIER / "expected.json").read_text(encoding="utf-8"))
|
||||
stamp = time.strftime("%Y%m%d_%H%M%S")
|
||||
for f in ("params.json", "expected.json"):
|
||||
shutil.copy2(PIER / f, PIER / "backup" / f"{Path(f).stem}_before_R3_{stamp}.json")
|
||||
bottom, tf, ts = row(ROW_DEF["bottom"]), row(ROW_DEF["top_front"]), row(ROW_DEF["top_side"])
|
||||
on = [v for v in bottom if v in tf]
|
||||
off = [v for v in bottom if v not in tf]
|
||||
a = mm(ROWS["B1"]["A"])
|
||||
leg_u = mm(ROWS["B2"]["B"])
|
||||
lap = mm(ROWS["B2"]["J"])
|
||||
hook = mm(ROWS["B9"]["B"])
|
||||
src_f, src_s = "배근도(1) 정면도 기초", "배근도(1) 측면도 기초"
|
||||
groups = [
|
||||
dict(mark="B1", axis="Y", z=2422.5, pos=tf, a=a, leg=0, src=f"{src_f} 상면 사슬 '28@250' (끝 3,600)"),
|
||||
dict(mark="B2", axis="Y", z=127.5, pos=on, a=a, leg=leg_u, lap=lap, src=f"{src_f} 하면 U형 (상면 위치), 이음 J {lap} 길이만"),
|
||||
dict(mark="B3", axis="Y", z=127.5, pos=off, a=a, leg=0, src=f"{src_f} 하면 '56@125' 중 B2 외"),
|
||||
dict(mark="B4", axis="X", z=2377.5, pos=ts, a=a, leg=0, src=f"{src_s} 상면 사슬 (끝 '150','100' -> 3,650, 정면과 불일치)"),
|
||||
dict(mark="B5", axis="X", z=172.5, pos=on, a=a, leg=leg_u, lap=lap, src=f"{src_s} 하면 U형 (정면 상면 위치) [추론]"),
|
||||
dict(mark="B6", axis="X", z=172.5, pos=off, a=a, leg=0, src=f"{src_s} 하면 B5 외"),
|
||||
dict(mark="B9", axis="X", z=1275, pos=MID, a=a, leg=-hook, src=f"{src_s} 중앙 (작도 위치, 비대칭)"),
|
||||
dict(mark="B10", axis="Y", z=1275, pos=MID, a=a, leg=-hook, src=f"{src_f} 중앙 (작도 위치, 비대칭; B9와 같은 높이)"),
|
||||
]
|
||||
hoop = dict(mark="B8", half=3672.5, levels=[375 + 300 * i for i in range(7)],
|
||||
design_length=2 * mm(ROWS["B8"]["A"]) + 2 * mm(ROWS["B8"]["B"]) + 4 * mm(ROWS["B8"]["J"]),
|
||||
src="정면·측면 둘레 띠 ±3,672.5, z 375~2,175 @300; 길이 2A+2B+4J")
|
||||
grid = row(ROW_DEF["grid"])
|
||||
vert = dict(mark="B7", grid_x=grid, grid_y=grid, parity=0, z0=150 + (2250 - mm(ROWS["B7"]["A"])) / 2,
|
||||
a=mm(ROWS["B7"]["A"]), leg=mm(ROWS["B7"]["B"]), leg_axis="Y",
|
||||
src="14x14 격자 @500 중 체크무늬 98 [추론]; 작도 z 150~2,400, A 중앙 배치 [추론]; 갈고리 +Y [추론]")
|
||||
P["footing_rebar"] = {"form": "mats", "groups": groups, "hoops": hoop, "verticals": vert,
|
||||
"src": "배근도(1) 정면·측면 기초 배근 + 배근도(3) 재료표 B1~B10"}
|
||||
P["scope"] = [g for g in ("G1", "G2", "G3", "G4", "G5") if g in set(P["scope"]) | {"G3"}]
|
||||
P["builders"]["G3"] = "footing_rebar_mats.py"
|
||||
E["checkers"]["G3"] = "g3_mats.py"
|
||||
E["negative"]["G3"] = [{"mark": "B3", "d": [5, 0, 0]}, {"mark": "B7", "d": [0, 0, 5]}]
|
||||
E["G3"] = {
|
||||
"schedule": {m: [L(m), int(ROWS[m]["n"])] for m in MARKS},
|
||||
"dia": {m: int(ROWS[m]["dia"][1:]) for m in MARKS},
|
||||
"rows": ROW_DEF,
|
||||
"layers": {
|
||||
"B1": {"axis": "Y", "z": 2422.5, "row": "top_front"},
|
||||
"B2": {"axis": "Y", "z": 127.5, "row": "bottom", "subset": "on", "of": "top_front"},
|
||||
"B3": {"axis": "Y", "z": 127.5, "row": "bottom", "subset": "off", "of": "top_front"},
|
||||
"B4": {"axis": "X", "z": 2377.5, "row": "top_side"},
|
||||
"B5": {"axis": "X", "z": 172.5, "row": "bottom", "subset": "on", "of": "top_front"},
|
||||
"B6": {"axis": "X", "z": 172.5, "row": "bottom", "subset": "off", "of": "top_front"},
|
||||
"B9": {"axis": "X", "z": 1275, "pos": MID, "leg": -hook},
|
||||
"B10": {"axis": "Y", "z": 1275, "pos": MID, "leg": -hook},
|
||||
},
|
||||
"hoops": {"mark": "B8", "half": 3672.5, "chain": {"start": [375], "groups": [[6, 300]]}},
|
||||
"verticals": {"mark": "B7", "grid_x": "grid", "grid_y": "grid", "parity": 0, "z0": 166, "a": 2218},
|
||||
"src": "재료표 L·수량; 정면·측면 위치 사슬(상면·하면·중앙); 층 높이는 작도값 [derived]",
|
||||
}
|
||||
(PIER / "params.json").write_text(json.dumps(P, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
(PIER / "expected.json").write_text(json.dumps(E, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
print("counts", {g["mark"]: len(g["pos"]) for g in groups}, "B7", sum(1 for i in range(14) for j in range(14) if (i + j) % 2 == 0))
|
||||
print("scope", P["scope"], "B8 len", hoop["design_length"], "B7 z0", vert["z0"], "palette", sorted(P["display"]["rebar_palette"]))
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
@@ -0,0 +1,288 @@
|
||||
"""R4 (coping rebar C1~C15, bearing-seat reinforcement S1~S4) reading of the Ulsan P1 drawing ->
|
||||
data/산외교울산P1 params.coping_rebar (explicit centreline polylines), expected.G4; adds G4 to the scope.
|
||||
|
||||
Sources (배근도(1) front view CX 10473.9, side view CX 24604.3; 배근도(2) sections A-A / B-B, 받침부 보강 상세 1·3,
|
||||
F-F / G-G; 배근도(3) schedule and shape table). Front-view drawing y -> EL: z = y + 99715.8 (bottom bars
|
||||
-31753.3 = 67962.5 = coping bottom + 100; layer 1 -28752.8 = right top - 100).
|
||||
- C1/C3 layer 1 (z 70962.5), C2/C4 layer 2 (z 70862.5): drawn lines 9,258.6 / 9,297 (= A); end legs drawn
|
||||
(C1 left 1,364 / right 1,369 along the end faces; C2 102); y 24@125 (25 per layer) - C1/C2 even, C3/C4 odd [추론]
|
||||
- C15 left top (z 71092.5): 4,500 + legs 510 (left leg along the end face [추론], right leg at x -100); y 12@250
|
||||
- C5/C6 bottom: drawn polyline (650 / 4,018 / 2,457 / 4,016 / 650); y 12@250, C5 even (7) / C6 odd (6) [추론]
|
||||
- stirrups C7 (x -4,600..-1,400 @200, 17) / C8 (-1,200 -1,000 -500 0 500 1,000 1,200) / C9 (1,400..4,600):
|
||||
3 per position, legs y (-1,500,-250) (-1,000,1,000) (250,1,500) (A-A; shape table II note a = (1,250x2 +
|
||||
2,000)/3 + 54); centreline height b = drawn height + 54 (schedule B range reproduced to 1 mm): top = layer-1
|
||||
(x >= 0) or C15 level (x <= -500) + 27, bottom = drawn bottom bar line - 27
|
||||
- side bars 13 levels z 70,562.5 - 200k (side view / A-A '530','13@200'), drawn ends per level; y +-977.5 and
|
||||
+-272.5 = C13 (levels 1-5, 20) / C11 (levels 6-13, 32), a = drawn + 44 (schedule range reproduced);
|
||||
180-deg hooks (b 165, c 140) in plan towards y = 0 inside the drawn ends [추론]
|
||||
- perimeter hoops y +-1,477.5: C12 (XII, plan corners R400, levels 1-6) / C10 (III, levels 7-13); counts kept,
|
||||
schedule ranges suggest 5 / 8 levels (C10 a max 9,570 = level 6) -> drawing inconsistency recorded
|
||||
- C14 (H16, 3,000 + 300) at the drawn section marks (5 levels, 8+4+4+3+1); legs along X towards the column and
|
||||
x offset 19 from the stirrup plane [추론]
|
||||
- S1/S2 (front bearings 1,2) S3/S4 (rear 3,4): 11 bars per direction (50,100,'8@125',100,50) in the 1,300 pedestal,
|
||||
50 below the pedestal top, legs 700 down; S1/S3 along Y on top, S2/S4 along X below [추론]
|
||||
"""
|
||||
import json
|
||||
import shutil
|
||||
import time
|
||||
from pathlib import Path
|
||||
|
||||
HERE = Path(__file__).resolve().parent
|
||||
APP = HERE.parent / "교각모델링앱"
|
||||
PIER = APP / "data" / "산외교울산P1"
|
||||
S = json.loads((HERE / "판독" / "schedule.json").read_text(encoding="utf-8"))
|
||||
ROWS = {r["mark"]: r for t in S.values() for r in t["rows"]}
|
||||
MARKS = [f"C{i}" for i in range(1, 16)] + ["S1", "S2", "S3", "S4"]
|
||||
Z0 = 99715.8 # z = drawing y + Z0 (front / side views)
|
||||
DIA = {"H32": 32, "H22": 22, "H16": 16, "H13": 13}
|
||||
|
||||
|
||||
def z(y):
|
||||
return round(y + Z0, 1)
|
||||
|
||||
|
||||
def mm(v):
|
||||
return round(float(v) * 1000) if "." in v else int(v)
|
||||
|
||||
|
||||
def L(m):
|
||||
"""Schedule length: the value in the L column (sheet x 111,000..112,500)."""
|
||||
return round(float(next(v for x, v in ROWS[m]["_right"] if 111000 < x < 112500)) * 1000)
|
||||
|
||||
|
||||
def rmin(dia):
|
||||
d = DIA[dia]
|
||||
return ((2 * d if d <= 16 else 3.5 * d) + d) / 2
|
||||
|
||||
|
||||
# ---- drawn data (front view, x relative to CX) ----
|
||||
LAYER1 = dict(z=z(-28752.8), pts=[(-4887.5, z(-30094.5)), (-4640.6, z(-28752.8)), (4618.0, z(-28752.8)), (4886.4, z(-30095.0))])
|
||||
LAYER2 = dict(z=z(-28852.8), pts=[(-4677.4, z(-28952.8)), (-4659.0, z(-28852.8)), (4638.0, z(-28852.8)), (4658.0, z(-28952.8))])
|
||||
BOTTOM = [(-4769.8, z(-29455.0)), (-4887.5, z(-30094.5)), (-1228.4, z(-31753.3)), (1228.4, z(-31753.3)),
|
||||
(4886.4, z(-30095.0)), (4758.9, z(-29457.4))]
|
||||
C15_Z = z(-28623.3)
|
||||
C15_X = (-4616.7, -100.0)
|
||||
LEVELS = [(z(y), a, b) for y, a, b in (
|
||||
(-29153.3, -4714.3, 4698.1), (-29353.3, -4751.1, 4738.1), (-29553.3, -4787.9, 4778.1), (-29753.3, -4824.7, 4818.0),
|
||||
(-29953.3, -4861.5, 4858.0), (-30153.3, -4757.8, 4757.8), (-30353.3, -4316.6, 4316.6), (-30553.3, -3875.4, 3875.5),
|
||||
(-30753.3, -3434.3, 3434.3), (-30953.3, -2993.1, 2993.1), (-31153.3, -2551.9, 2551.9), (-31353.3, -2110.7, 2110.7),
|
||||
(-31553.3, -1669.6, 1669.6))]
|
||||
STIR_X = {"C7": [-4600 + 200 * i for i in range(17)], "C8": [-1200, -1000, -500, 0, 500, 1000, 1200],
|
||||
"C9": [1400 + 200 * i for i in range(17)]}
|
||||
STIR_Y = [(-1500, -250), (-1000, 1000), (250, 1500)]
|
||||
C14_PTS = [(x, z(-28875.3)) for x in (-4600, -3600, -2600, -1600, 1600, 2600, 3600, 4600)] + \
|
||||
[(x, z(-29353.3)) for x in (-4600, -2600, 1600, 3600)] + [(x, z(-29553.3)) for x in (-3600, -1600, 2600, 4600)] + \
|
||||
[(x, z(-30553.3)) for x in (-2600, 1600, 3600)] + [(-1600, z(-31553.3))]
|
||||
SEAT_OFFS = [-600] + [-500 + 125 * i for i in range(9)] + [600]
|
||||
|
||||
|
||||
ZTL, ZTR, ZTIP = 71193.0, 71063.0, 69563.0
|
||||
|
||||
|
||||
def x_face(z, x):
|
||||
"""End face |x| of the coping at level z (batter 300 above the tip; vertical tip below)."""
|
||||
if z < ZTIP:
|
||||
return 5000.0
|
||||
return 4700 + 300 * ((ZTL - z) / 1630 if x < 0 else (ZTR - z) / 1500)
|
||||
|
||||
|
||||
def lim_x(y, z, x):
|
||||
"""Largest |x| of a bar centreline at (y, z) inside the R500 plan corner with 100 clearance (R400 arc)."""
|
||||
dy = abs(y) - 1100
|
||||
if dy <= 0:
|
||||
return 1e9
|
||||
return x_face(z, x) - 500 + (400 ** 2 - min(dy, 400) ** 2) ** 0.5
|
||||
|
||||
|
||||
def lim_y(x, z):
|
||||
dx = abs(x) - (x_face(z, x) - 500)
|
||||
if dx <= 0:
|
||||
return 1e9
|
||||
return 1100 + (400 ** 2 - min(dx, 400) ** 2) ** 0.5
|
||||
|
||||
|
||||
def clip_end(pts, y):
|
||||
"""Shift the first / last straight run ends inward to the corner limit; legs (first / last point) move along."""
|
||||
pts = [list(p) for p in pts]
|
||||
for i_end, i_leg in ((1, 0), (-2, -1)):
|
||||
x, zz = pts[i_end]
|
||||
lim = lim_x(y, zz, x)
|
||||
if abs(x) > lim:
|
||||
d = (abs(x) - lim) * (1 if x > 0 else -1)
|
||||
pts[i_end][0] -= d
|
||||
pts[i_leg][0] -= d
|
||||
return [tuple(p) for p in pts]
|
||||
|
||||
|
||||
def drawn_bottom(x):
|
||||
"""Drawn bottom-bar line (front view) at x: flat 67,962.5 inside +-1,228.4, slope 1,658.8 / 3,659.1 outside."""
|
||||
zf = z(-31753.3)
|
||||
return zf if abs(x) <= 1228.4 else zf + (abs(x) - 1228.4) * 1658.8 / 3659.1
|
||||
|
||||
|
||||
def stir_top_drawn(x):
|
||||
return C15_Z if x <= -500 else LAYER1["z"]
|
||||
|
||||
|
||||
def hook_bar(xl, xr, y, zz, r, tail):
|
||||
"""Straight bar with 180-deg plan hooks towards y = 0; the hook extremes sit at xl / xr."""
|
||||
s = -1 if y > 0 else 1
|
||||
yy = y + s * 2 * r
|
||||
return [(xl + r + tail, yy, zz), (xl, yy, zz), (xl, y, zz), (xr, y, zz), (xr, yy, zz), (xr - r - tail, yy, zz)]
|
||||
|
||||
|
||||
def main():
|
||||
P = json.loads((PIER / "params.json").read_text(encoding="utf-8"))
|
||||
E = json.loads((PIER / "expected.json").read_text(encoding="utf-8"))
|
||||
stamp = time.strftime("%Y%m%d_%H%M%S")
|
||||
for f in ("params.json", "expected.json"):
|
||||
shutil.copy2(PIER / f, PIER / "backup" / f"{Path(f).stem}_before_R4_{stamp}.json")
|
||||
R = {m: ROWS[m] for m in MARKS}
|
||||
dia = {m: R[m]["dia"] for m in MARKS}
|
||||
bars = []
|
||||
|
||||
def add(mark, occ, pts, design, src, r=None):
|
||||
bars.append(dict(mark=mark, occ=occ, pts=[[round(c, 2) for c in p] for p in pts],
|
||||
r=rmin(dia[mark]) if r is None else r, design_length=round(design, 1), src=src))
|
||||
|
||||
# top layers C1~C4
|
||||
for lay, (ma, mb), keys in ((LAYER1, ("C1", "C3"), ("A", "B", "C", "J")), (LAYER2, ("C2", "C4"), ("A", "B", "C", "J"))):
|
||||
for i in range(25):
|
||||
y = -1500 + 125 * i
|
||||
m = ma if i % 2 == 0 else mb
|
||||
add(m, f"y{y:+.0f}", [(x, y, zz) for x, zz in clip_end(lay["pts"], y)], sum(mm(R[m][k]) for k in keys),
|
||||
f"정면 {'1' if lay is LAYER1 else '2'}단 작도선; 측면 '24@125'; 교번 배치 [추론]")
|
||||
# C15 left top
|
||||
dx, dz = -300 / 1657.4, -1630 / 1657.4
|
||||
leg = mm(R["C15"]["B"])
|
||||
for i in range(13):
|
||||
y = -1500 + 250 * i
|
||||
x0, x1 = C15_X
|
||||
x0 = max(x0, -lim_x(y, C15_Z, x0))
|
||||
pts = [(x0 + dx * leg, y, C15_Z + dz * leg), (x0, y, C15_Z), (x1, y, C15_Z), (x1, y, C15_Z - leg)]
|
||||
add("C15", f"y{y:+.0f}", pts, mm(R["C15"]["A"]) + 2 * leg, "정면 좌측 상면 작도선 4,516.7; 단면 A-A '12@250'; 좌측 다리 단부면 평행 [추론]")
|
||||
# bottom C5/C6
|
||||
for i in range(13):
|
||||
y = -1500 + 250 * i
|
||||
m = "C5" if i % 2 == 0 else "C6"
|
||||
pts = [list(p) for p in BOTTOM]
|
||||
for i_end, i_leg, i_in in ((1, 0, 2), (4, 5, 3)):
|
||||
(xe, ze), (xi, zi) = pts[i_end], pts[i_in]
|
||||
lim = lim_x(y, ze, xe)
|
||||
if abs(xe) > lim:
|
||||
t = (lim - abs(xi)) / (abs(xe) - abs(xi))
|
||||
nx, nz = xi + t * (xe - xi), zi + t * (ze - zi)
|
||||
pts[i_leg] = [pts[i_leg][0] + nx - xe, pts[i_leg][1] + nz - ze]
|
||||
pts[i_end] = [nx, nz]
|
||||
add(m, f"y{y:+.0f}", [(x, y, zz) for x, zz in pts], sum(mm(R[m][k]) for k in "ABCDEJ"),
|
||||
"정면 하면 작도선 (650/4,018/2,457/4,016/650); 단면 '12@250'; 교번 [추론]")
|
||||
# stirrups C7~C9
|
||||
stir_exp, clipped = {}, set()
|
||||
for m, xs in STIR_X.items():
|
||||
for x in xs:
|
||||
zt = stir_top_drawn(x) + 27
|
||||
zb = drawn_bottom(x) - 27
|
||||
stir_exp[f"{x:.0f}"] = round(zt - zb, 1)
|
||||
ly = lim_y(x, zt)
|
||||
for k, (y0, y1) in enumerate(STIR_Y):
|
||||
y0, y1 = max(y0, -ly), min(y1, ly)
|
||||
if (y0, y1) != STIR_Y[k]:
|
||||
clipped.add(x)
|
||||
ym = (y0 + y1) / 2
|
||||
pts = [(x, ym, zt), (x, y1, zt), (x, y1, zb), (x, y0, zb), (x, y0, zt), (x, ym, zt)]
|
||||
design = 2 * (y1 - y0 + 54) + 2 * (zt - zb) + 2 * mm(R[m]["C"])
|
||||
add(m, f"x{x:+.0f}_{k}", pts, design, "정면 스터럽 작도 위치·높이 (+54); 단면 A-A 3조; 형상표 II 주기")
|
||||
# side bars C13 / C11 and hoops C12 / C10
|
||||
hr = (mm(R["C11"]["B"]) - DIA["H22"]) / 2 # hook centreline radius 71.5
|
||||
tail = mm(R["C11"]["C"])
|
||||
for k, (zz, xl, xr) in enumerate(LEVELS):
|
||||
m = "C13" if k < 5 else "C11"
|
||||
a = xr - xl + 44
|
||||
hooks = 2 * mm(R[m]["B"]) + 2 * mm(R[m]["C"])
|
||||
for y in (-977.5, -272.5, 272.5, 977.5):
|
||||
add(m, f"L{k + 1:02d}y{y:+.0f}", hook_bar(xl, xr, y, zz, hr, tail),
|
||||
a + hooks + (mm(R[m]["J"]) if "J" in R[m] else 0),
|
||||
f"측면 단 {k + 1} (z {zz}); 정면 작도 끝 {xl}/{xr}; a = 작도 + 44; 평면 갈고리 [추론]", r=hr - 0.5)
|
||||
hm = "C12" if k < 6 else "C10"
|
||||
yh = 1477.5
|
||||
pts = [(0, -yh, zz), (xr, -yh, zz), (xr, yh, zz), (xl, yh, zz), (xl, -yh, zz), (0, -yh, zz)]
|
||||
if hm == "C12":
|
||||
design = 2 * (a - 790) + 2 * mm(R[hm]["B"]) + 4 * mm(R[hm]["C"]) + 4 * mm(R[hm]["J"])
|
||||
add(hm, f"L{k + 1:02d}", pts, design, f"둘레 띠 단 {k + 1}; 모서리 R400; 길이 2a+2b+4c+4j", r=400)
|
||||
else:
|
||||
design = 2 * (xr - xl + 54) + 2 * mm(R[hm]["B"]) + 4 * mm(R[hm]["J"])
|
||||
add(hm, f"L{k + 1:02d}", pts, design, f"둘레 띠 단 {k + 1}; 길이 2a+2b+4j (a = 작도 + 54)")
|
||||
# C14 cross bars
|
||||
c14 = []
|
||||
for x, zz in C14_PTS:
|
||||
s = 1 if x > 0 else -1
|
||||
xx = x - s * 19
|
||||
lg = mm(R["C14"]["B"])
|
||||
yl = min(1500, lim_y(xx, zz), lim_y(xx - s * lg, zz) + 0)
|
||||
if yl < 1500:
|
||||
clipped.add(x)
|
||||
add("C14", f"x{x:+.0f}z{zz:.0f}", [(xx - s * lg, -yl, zz), (xx, -yl, zz), (xx, yl, zz), (xx - s * lg, yl, zz)],
|
||||
mm(R["C14"]["A"]) + 2 * lg, "정면 단면 표시 위치; 단면 A-A 3,000; 다리 방향·x 19 이격 [추론]")
|
||||
c14.append([xx, zz])
|
||||
# S1~S4
|
||||
seats = {b["no"]: b for b in P["bearing_seats"]["bearings"]}
|
||||
lg = mm(R["S1"]["B"])
|
||||
s_exp = {}
|
||||
for (my, mx), nos in ((("S1", "S2"), (1, 2)), (("S3", "S4"), (3, 4))):
|
||||
for no in nos:
|
||||
b = seats[no]
|
||||
cx, cy = b["centre"]
|
||||
top = b["seat_z"] + b["h1"]
|
||||
z1, z2 = top - 50, top - 50 - DIA["H13"]
|
||||
for o in SEAT_OFFS:
|
||||
x = cx + o
|
||||
add(my, f"B{no}x{o:+.0f}", [(x, cy - 600, z1 - lg), (x, cy - 600, z1), (x, cy + 600, z1), (x, cy + 600, z1 - lg)],
|
||||
mm(R[my]["A"]) + 2 * lg, f"받침 {no} 보강 상세; '50','100','8@125','100','50'")
|
||||
y = cy + o
|
||||
add(mx, f"B{no}y{o:+.0f}", [(cx - 600, y, z2 - lg), (cx - 600, y, z2), (cx + 600, y, z2), (cx + 600, y, z2 - lg)],
|
||||
mm(R[mx]["A"]) + 2 * lg, f"받침 {no} 보강 상세; S1/S3 아래 단 [추론]")
|
||||
s_exp[str(no)] = dict(centre=[cx, cy], z_top=z1, marks=[my, mx])
|
||||
P["coping_rebar"] = {"form": "polylines", "host": "CP", "group": "코핑", "bars": bars,
|
||||
"src": "배근도(1) 정면·측면·평면, 배근도(2) 단면 A-A/B-B·받침부 보강 상세, 배근도(3) 재료표·형상표"}
|
||||
P["scope"] = [g for g in ("G1", "G2", "G3", "G4", "G5") if g in set(P["scope"]) | {"G4"}]
|
||||
P["builders"]["G4"] = "rebar_polylines.py"
|
||||
E["checkers"]["G4"] = "g4_polylines.py"
|
||||
E["negative"]["G4"] = [{"mark": "C7", "d": [5, 0, 0]}, {"mark": "C11", "d": [0, 0, 5]}]
|
||||
E["G4"] = {
|
||||
"schedule": {m: [L(m), int(R[m]["n"])] for m in MARKS},
|
||||
"dia": {m: DIA[dia[m]] for m in MARKS},
|
||||
"fixed_length": ["C1", "C2", "C3", "C4", "C5", "C6", "C14", "C15", "S1", "S2", "S3", "S4"],
|
||||
"ranges": {"C7": ["B", 1656, 3106], "C8": ["B", 3054, 3184], "C9": ["B", 1526, 2977],
|
||||
"C11": ["A", 3383, 9560], "C13": ["A", 9456, 9764], "C12": ["A", 8666, 8974], "C10": ["A", 3393, 9570]},
|
||||
"layers": {"C1": {"z": LAYER1["z"], "y": "top125", "parity": 0}, "C3": {"z": LAYER1["z"], "y": "top125", "parity": 1},
|
||||
"C2": {"z": LAYER2["z"], "y": "top125", "parity": 0}, "C4": {"z": LAYER2["z"], "y": "top125", "parity": 1},
|
||||
"C15": {"z": C15_Z, "y": "y250", "parity": None},
|
||||
"C5": {"z_min": z(-31753.3), "y": "y250", "parity": 0}, "C6": {"z_min": z(-31753.3), "y": "y250", "parity": 1}},
|
||||
"x_extent": {"C1": [-4887.5, 4886.4], "C3": [-4887.5, 4886.4], "C2": [-4677.4, 4658.0], "C4": [-4677.4, 4658.0],
|
||||
"C5": [-4887.5, 4886.4], "C6": [-4887.5, 4886.4]},
|
||||
"rows": {"top125": {"start": -1500, "pitch": 125, "n": 25}, "y250": {"start": -1500, "pitch": 250, "n": 13}},
|
||||
"stirrups": {"x": STIR_X, "y_pairs": STIR_Y, "height": stir_exp,
|
||||
"rule": "높이 = 작도 높이 + 54 (상단 1단/C15 선 +27, 하단 하면선 -27)"},
|
||||
"levels": [[zz, xl, xr] for zz, xl, xr in LEVELS],
|
||||
"side": {"y": [-977.5, -272.5, 272.5, 977.5], "marks": [["C13", 5], ["C11", 8]]},
|
||||
"hoops": {"y": 1477.5, "marks": [["C12", 6], ["C10", 7]]},
|
||||
"c14": {"pts": c14, "y": [-1500, 1500]},
|
||||
"corner": {"y_abs": 1100, "x_clipped": sorted(clipped),
|
||||
"rule": "평면 모서리 R500: |y| > 1,100 철근은 R400 원호(중심선 이격 100)까지 단축 - 평면도 작도 [추론]"},
|
||||
"seats": {"offsets": SEAT_OFFS, "half": 600, "leg": lg, "bearings": s_exp},
|
||||
"src": "재료표 L·수량·범위; 정면·측면 작도 좌표 (z = y + 99,715.8); 단면 A-A/B-B; 받침부 보강 상세",
|
||||
}
|
||||
(PIER / "params.json").write_text(json.dumps(P, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
(PIER / "expected.json").write_text(json.dumps(E, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
from collections import Counter
|
||||
cnt = Counter(b["mark"] for b in bars)
|
||||
print("bars", len(bars), {m: (cnt[m], E["G4"]["schedule"][m][1]) for m in MARKS if cnt[m] != E["G4"]["schedule"][m][1]} or "counts OK")
|
||||
import statistics
|
||||
for m in MARKS:
|
||||
dl = [b["design_length"] for b in bars if b["mark"] == m]
|
||||
print(m, "L", E["G4"]["schedule"][m][0], "mean", round(statistics.mean(dl), 1), "min", min(dl), "max", max(dl))
|
||||
print("scope", P["scope"])
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
@@ -0,0 +1,198 @@
|
||||
"""S1 (shape) reading of RAG/교각배근도(울산P1).dwg -> app pier data/산외교울산P1 (params, expected, drawings).
|
||||
|
||||
Sheet: 일반도(1) (left part of the DWG, x -100000..-20000), drawn in mm.
|
||||
Datums: front view column CL x -88384.7, footing bottom y -23989.8 (EL 42.763), column top / coping bottom
|
||||
y -15389.8 (EL 67.863 = 42.763 + 2.500 + 22.600, coping drawn to scale above it); side view CL x -60315.3;
|
||||
plan centre (-88384.7, -2498.5).
|
||||
params = drawn entities (handles below) + ELEVATION / 솔플레이트 TABLE for bearing values.
|
||||
expected = dimension / EL texts and tables (typed with their text), independent of params.
|
||||
Scope of this stage: G1 (shape) and G5 (bearings, sole plates); rebar gates G2-G4 are out of scope.
|
||||
"""
|
||||
import json
|
||||
import shutil
|
||||
import sys
|
||||
import time
|
||||
from pathlib import Path
|
||||
|
||||
HERE = Path(__file__).resolve().parent
|
||||
APP = HERE.parent / "교각모델링앱"
|
||||
ROOT = HERE.parents[1]
|
||||
PIER = APP / "data" / "산외교울산P1"
|
||||
sys.path.insert(0, str(HERE))
|
||||
sys.path.insert(0, str(APP))
|
||||
import dxftools as T # noqa: E402
|
||||
from engine import reader # noqa: E402
|
||||
|
||||
E1 = T.doc("D1").entitydb
|
||||
FX, FB_Y, CB_Y = -88384.7, -23989.8, -15389.8
|
||||
PLAN = (-88384.7, -2498.5)
|
||||
EL_FB, FT_T, COL_H = 42763, 2500, 22600 # 'EL. 42.763', '2.500', '22.600'
|
||||
Z_CB = EL_FB + FT_T + COL_H # 67863
|
||||
|
||||
|
||||
def line(h):
|
||||
e = E1[h]
|
||||
return (e.dxf.start.x, e.dxf.start.y), (e.dxf.end.x, e.dxf.end.y)
|
||||
|
||||
|
||||
def z(y):
|
||||
return round(Z_CB + (y - CB_Y), 1)
|
||||
|
||||
|
||||
def rx(x):
|
||||
return round(x - FX, 1)
|
||||
|
||||
|
||||
def tables(texts):
|
||||
tabs = {t["key"]: t for t in reader.table_candidates(texts)}
|
||||
# rows keyed by bearing number; keep only rows that carry the table's own columns (a wide window can also
|
||||
# catch numeric cells of a neighbouring table)
|
||||
el = {int(r["_key"]): r for _, r in reader.table_records(tabs["elevation"]["rows"], str.isdigit) if "EL.'X'" in r}
|
||||
sp = {int(r["_key"]): r for _, r in reader.table_records(tabs["sole_plate"]["rows"], str.isdigit)
|
||||
if "S(%)" in r and int(r["_key"]) in el}
|
||||
return el, sp
|
||||
|
||||
|
||||
def main():
|
||||
template = json.loads((APP / "data" / "운곡교P1" / "params.json").read_text(encoding="utf-8"))
|
||||
tmpl_e = json.loads((APP / "data" / "운곡교P1" / "expected.json").read_text(encoding="utf-8"))
|
||||
if PIER.exists():
|
||||
bk = PIER / "backup"
|
||||
bk.mkdir(exist_ok=True)
|
||||
stamp = time.strftime("%Y%m%d_%H%M%S")
|
||||
for f in ("params.json", "expected.json"):
|
||||
if (PIER / f).exists():
|
||||
shutil.copy2(PIER / f, bk / f"{Path(f).stem}_before_S1_{stamp}.json")
|
||||
(PIER / "drawings" / "dwg").mkdir(parents=True, exist_ok=True)
|
||||
(PIER / "drawings" / "dxf").mkdir(parents=True, exist_ok=True)
|
||||
src = ROOT / "RAG" / "교각배근도(울산P1).dwg"
|
||||
shutil.copy2(src, PIER / "drawings" / "dwg" / src.name) # copy only; RAG original untouched
|
||||
shutil.copy2(HERE / "dxf" / "교각배근도(울산P1).dxf", PIER / "drawings" / "dxf" / "교각배근도(울산P1).dxf")
|
||||
audit = json.loads((HERE / "dxf" / "audit.json").read_text(encoding="utf-8"))
|
||||
for a in audit:
|
||||
a["label"] = "D1"
|
||||
(PIER / "drawings" / "audit.json").write_text(json.dumps(audit, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
shutil.copy2(HERE / "판독" / "texts.json", PIER / "drawings" / "texts.json")
|
||||
texts = json.loads((HERE / "판독" / "texts.json").read_text(encoding="utf-8"))
|
||||
el, sp = tables(texts)
|
||||
|
||||
# ---- params from drawn entities
|
||||
ft, lc = line("FA9F"), line("FAA5") # footing / lean bottoms (front)
|
||||
ft_side, lc_side = line("FC7E"), line("FC83")
|
||||
col = (line("FA90")[0][0] - line("FA91")[0][0]) # column outline +-1250 (front)
|
||||
tipL, tipR = line("FA67")[1], line("FA69")[0] # (-5000, 69563) / (+5000, 69563)
|
||||
topL, topR = line("FA73")[0], line("FA6A")[0] # (-4700, 71193) / (+4700, 71063)
|
||||
flat = line("FA68") # +-1250 at the coping bottom
|
||||
zcb = z(flat[0][1])
|
||||
profile = [[rx(flat[1][0]), zcb], [rx(flat[0][0]), zcb], [rx(tipR[0]), z(tipR[1])], [rx(topR[0]), z(topR[1])],
|
||||
[0.0, z(topR[1])], [0.0, z(topL[1])], [rx(topL[0]), z(topL[1])], [rx(tipL[0]), z(tipL[1])]]
|
||||
P = {
|
||||
"_schema": "pier-T/1", "pier_id": "P1",
|
||||
"_meta": {"structure": "산외교 울산 P1 교각 (T형, 직선 경사 코핑, 직접기초)",
|
||||
"status": "S1 형상 판독 2026-10-13 (Agent 초안, 사용자 확정 전)",
|
||||
"units": "mm; Z = EL x 1000", "frame": "X 교축직각(정면도 좌→우), Y 교축(평면도 아래→위 = 전열→후열), 원점 = 교각 중심",
|
||||
"sources": {"D1": "RAG/교각배근도(울산P1).dwg — 일반도(1) + 배근도(1)~(3)"}},
|
||||
"scope": ["G1", "G5"],
|
||||
"builders": {"G1": "concrete_tapered.py"},
|
||||
"lean_concrete": {"size_x": round(lc[0][0] - lc[1][0], 1), "size_y": round(lc_side[0][0] - lc_side[1][0], 1),
|
||||
"z_bottom": EL_FB - 100, "z_top": EL_FB, "src": "일반도 정면 FAA5 / 측면 FC83 (7,700), 두께 100"},
|
||||
"footing": {"size_x": round(ft[0][0] - ft[1][0], 1), "size_y": round(ft_side[0][0] - ft_side[1][0], 1),
|
||||
"z_bottom": EL_FB, "thickness": round(line("FA9E")[1][1] - line("FA9E")[0][1], 1),
|
||||
"src": "일반도 정면 FA9F / 측면 FC7E (7,500), FA9E (2,500); 'EL. 42.763'; 말뚝 없음(직접기초)"},
|
||||
"column": {"shape": "circular", "diameter": round(col, 1), "height": COL_H,
|
||||
"src": "일반도 정면 FA90/FA91 (+-1,250), 단면 A-A 원 r 1,250 (FDAA); 높이 '22.600' (파단 작도)"},
|
||||
"coping": {"form": "tapered", "profile_xz": profile, "width_y": round(line("FC61")[0][0] - line("FC61")[1][0], 1),
|
||||
"plan_length": round(tipR[0] - tipL[0], 1), "top_length": round(topR[0] - topL[0], 1),
|
||||
"z_tip": z(tipL[1]), "z_top_left": z(topL[1]), "z_top_right": z(topR[1]),
|
||||
"plan_corner_radius": 500,
|
||||
"src": {"profile": "일반도 정면 FA68 (하면 평탄), FA67/FA69 (하면 경사), FA73/FA6A (끝면 300 경사), FA66/FA62 (상면, 중심 130 단차)",
|
||||
"width": "일반도 측면 FC61 (3,200)", "plan": "일반도 평면 FDBC~FDBF: 하단 10,000·상단 9,400 모두 모서리 R500 ('R=500')",
|
||||
"not_modelled": "기둥·코핑 내부 배수관(단면 A-A '300'), 측면 하단 모서리 소형 모따기 [범위 밖]"}},
|
||||
"materials": {"fck": {"lean": "15MPa", "footing": "27MPa", "column": "40MPa", "coping": "40MPa", "seat": "40MPa"},
|
||||
"src": "일반도 주기 'fck = 27, 40 MPa', 기초 'fck = 27 MPa', '버림 CON'C fck = 15 MPa'; 기둥·코핑·대좌 40 [추론]"},
|
||||
}
|
||||
bearings = []
|
||||
for no in sorted(el):
|
||||
r = el[no]
|
||||
x = -3250.0 if no in (1, 3) else 3250.0 # plan dims '1.750','6.500','1.750'
|
||||
s1 = int(r["S1"])
|
||||
y = -(1600 - s1) if no in (1, 2) else (1600 - s1) # S1 from the -Y edge (전열 1,2) / +Y edge (후열 3,4)
|
||||
bearings.append({"no": no, "type": r["교량받침"], "row": "front" if no in (1, 2) else "rear",
|
||||
"centre": [x, float(y)], "rotation_deg": 0.0,
|
||||
"seat_z": float(P["coping"]["z_top_left"] if x < 0 else P["coping"]["z_top_right"]),
|
||||
"el_x": round(float(r["EL.'X'"]) * 1000), "h1": int(r["h1"]), "h2": int(r["h2"]),
|
||||
"A": int(r["A"]), "B": int(r["B"])})
|
||||
drawn = {}
|
||||
for h, no in (("1025D", 2), ("10265", 1), ("1026D", 4), ("10271", 3)): # unused: drawn bearing CL crosses
|
||||
pass
|
||||
for hs, no in ((("1024D", "1024E"), 3), (("10245", "10246"), 4), (("10251", "10252"), 2), (("10259", "1025A"), 1)):
|
||||
(x0, y0), (x1, y1) = line(hs[0])
|
||||
(_, _), (x2, _) = line(hs[1])
|
||||
drawn[no] = [round((x0 + x2) / 2 - PLAN[0], 1), round((y0 + y1) / 2 - PLAN[1], 1)]
|
||||
P["bearing_seats"] = {
|
||||
"_note": "pedestal = C3 x C6 box per bearing (h1); pad (h2) = frustum (A+200)x(B+200) -> (A+100)x(B+100)",
|
||||
"pedestal": {"size_x": int(el[1]["C3"]), "size_y": int(el[1]["C6"])},
|
||||
"pad_margin_bottom": 200, "pad_margin_top": 100,
|
||||
"bearings": bearings, "drawn_pedestal_centres": drawn,
|
||||
"src": {"table": "일반도 교량받침 ELEVATION TABLE (EL.'X', h1, h2, h3, h4, A, B, C1~C6, E, S1, S2)",
|
||||
"pedestal": "교량받침 상세 C1+C2 = C3 (1,300), C4+C5 = C6 (1,300); 평면 작도 1,300 정사각",
|
||||
"pad": "교량받침 상세 'h2','50','A','50','h2' -> 상면 A+100, 하면 A+100+2h2 = A+200 (h2 50)",
|
||||
"position": "평면 '1.750','6.500','1.750' (X), S1 (Y); 작도 대좌 중심과 0.3 mm 이내 일치"},
|
||||
}
|
||||
rows = []
|
||||
for no in sorted(sp):
|
||||
r = sp[no]
|
||||
rows.append({"no": no, "S": float(r["S(%)"]), "L": int(r["L"]), "W": int(r["W"]), "T": int(r["T"]),
|
||||
"T1": int(r["T1"]), "T2": int(r["T2"]), "h3": int(el[no]["h3"])})
|
||||
P["sole_plates"] = {"table": rows, "bearing_size": "AB", "bearing_shrink": 100,
|
||||
"colours": {"bearing": [0, 0, 0], "sole_plate": [150, 150, 150]},
|
||||
"sole_plate_src": "솔플레이트 상세 TABLE (S, L, W, T, T1, T2); L 교축 방향; S > 0 -> 두꺼운 쪽 +Y (T2 40)",
|
||||
"src": "교량받침 = A x B (상세도: 받침 본체 A, 상판 L), h3 받침별(ELEVATION TABLE); 솔플레이트 두께 T = h4 31"}
|
||||
P["display"] = dict(template["display"], hidden_ids=[], src="R8 팔레트(2026-10-07); 숨김 없음")
|
||||
P["rebar_marks"] = template["rebar_marks"]
|
||||
P["rebar_marks_src"] = "철근(G2~G4)은 이번 단계 범위 밖 — 운곡교 P1 템플릿 값(사용 안 함)"
|
||||
|
||||
# ---- expected from texts / tables
|
||||
E = {"_schema": "pier-T-expected/1",
|
||||
"_note": "독립 기대값: 일반도 치수 문자·EL 문자·표에서 옮긴 값. params와 별도.",
|
||||
"pier_id": "P1", "tol_mm": 1.0, "checkers": {"G1": "g1_tapered.py"},
|
||||
"negative": {"G1": [{"id": "BS02", "d": [3, 0, 0]}, {"id": "BP03", "d": [0, 0, 2]}],
|
||||
"G5": [{"id": "BB04", "d": [5, 0, 0]}, {"id": "SP03", "d": [0, 0, 5]}]},
|
||||
"rebar_palette": tmpl_e["rebar_palette"], "planned_fail": []}
|
||||
E["G1"] = {
|
||||
"footing": {"dx": 7500, "dy": 7500, "z0": EL_FB, "thickness": 2500, "src": "'7.500' (정면·측면·기초 평면), 'EL. 42.763', '2.500'"},
|
||||
"lean": {"margin": 100, "thickness": 100, "src": "'100','7.500','100'; 두께 '100'"},
|
||||
"column": {"d": 2500, "height": 22600, "src": "단면 A-A '2.500', '22.600'"},
|
||||
"coping": {"bottom_flat_half": 1250, "tip_half": 5000, "top_half": 4700, "soffit_rise": 1700, "width_y": 3200,
|
||||
"z_top_left": 71193, "z_top_right": 71063, "plan_corner_radius": 500,
|
||||
"src": "'1.250','1.250','3.750' x2; '10.000'; '300','2@4.700=9.400','300'; '1.700'; '3.200'; 'EL. 71.193','EL. 71.063'; 'R=500'"},
|
||||
"seats": {"table": {str(n): [round(float(r["EL.'X'"]) * 1000), int(r["h1"]), int(r["h2"]), int(r["A"]), int(r["B"])]
|
||||
for n, r in el.items()},
|
||||
"pos": {str(n): [-3250 if n in (1, 3) else 3250,
|
||||
-(1600 - int(r["S1"])) if n in (1, 2) else 1600 - int(r["S1"])] for n, r in el.items()},
|
||||
"pedestal": [int(el[1]["C3"]), int(el[1]["C6"])], "pad_margin": [200, 100],
|
||||
"src": "ELEVATION TABLE; 평면 '1.750','6.500','1.750', S1; 상세 C3·C6, h2·50"},
|
||||
}
|
||||
E["G5"] = {
|
||||
"el_x": {str(n): round(float(r["EL.'X'"]) * 1000) for n, r in el.items()},
|
||||
"S": {str(r["no"]): r["S"] for r in rows}, "W": {str(r["no"]): r["W"] for r in rows},
|
||||
"L": {str(r["no"]): r["L"] for r in rows}, "T": 31, "h3": {str(n): int(r["h3"]) for n, r in el.items()},
|
||||
"bearing_size": {str(n): [int(r["A"]), int(r["B"])] for n, r in el.items()}, "bearing_shrink": 100,
|
||||
"thick_end": "+Y", "colours": {"bearing": [0, 0, 0], "sole_plate": [150, 150, 150]},
|
||||
"src": "ELEVATION TABLE (EL.'X', h3, A, B, h4=T); 솔플레이트 상세 TABLE (S, L, W, T1 22 / T2 40 -> 두꺼운 쪽 +Y)",
|
||||
}
|
||||
PIER.mkdir(parents=True, exist_ok=True)
|
||||
if not (PIER / "pier.json").exists():
|
||||
(PIER / "pier.json").write_text(json.dumps({"name": "산외교울산P1", "type": "T형", "created": time.strftime("%Y-%m-%d %H:%M:%S"),
|
||||
"template": "판독(Code/울산P1판독)"}, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
(PIER / "params.json").write_text(json.dumps(P, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
(PIER / "expected.json").write_text(json.dumps(E, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
print("profile", profile)
|
||||
print("coping", {k: P["coping"][k] for k in ("width_y", "plan_length", "top_length", "z_tip", "z_top_left", "z_top_right")})
|
||||
print("footing", P["footing"]["size_x"], P["footing"]["size_y"], "lean", P["lean_concrete"]["size_x"], P["lean_concrete"]["size_y"], "column", P["column"]["diameter"])
|
||||
print("bearings", [(b["no"], b["centre"], b["seat_z"], b["el_x"], b["h1"]) for b in bearings])
|
||||
print("drawn pedestal centres", drawn)
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
main()
|
||||
@@ -0,0 +1,57 @@
|
||||
"""Ulsan P1 rebar schedule (배근도(3) 철근재료표 SD400 / SD500) -> 판독/schedule.json.
|
||||
|
||||
The header row's column x positions (A, B, C, D, E, R, X1..X4, J, length, total) are taken from the drawing;
|
||||
the first four columns (번호, 형식, 직경, 개수) are fixed left columns. Each data row (first cell = mark) is
|
||||
mapped to the nearest header column. Ditto marks are resolved within a table. Values in m are kept as text.
|
||||
"""
|
||||
import json
|
||||
import re
|
||||
import sys
|
||||
from pathlib import Path
|
||||
|
||||
HERE = Path(__file__).resolve().parent
|
||||
T = json.loads((HERE / "판독" / "texts.json").read_text(encoding="utf-8"))
|
||||
MARK = re.compile(r"^[A-Z]{1,2}\d{1,2}$")
|
||||
|
||||
|
||||
def table(x0, x1, y_top, y_bot):
|
||||
cells = [t for t in T if x0 <= t["x"] <= x1 and y_bot <= t["y"] <= y_top]
|
||||
head = [t for t in cells if t["text"] in ("A", "B", "C", "D", "E", "R", "J")]
|
||||
hy = max(round(t["y"]) for t in head) if head else None
|
||||
cols = {t["text"]: t["x"] for t in head if abs(t["y"] - hy) < 100}
|
||||
rows = {}
|
||||
for t in cells:
|
||||
rows.setdefault(round(t["y"] / 60), []).append(t)
|
||||
out = []
|
||||
for k in sorted(rows, reverse=True):
|
||||
r = sorted(rows[k], key=lambda t: t["x"])
|
||||
if not MARK.match(r[0]["text"]):
|
||||
continue
|
||||
rec = {"mark": r[0]["text"], "y": r[0]["y"]}
|
||||
rest = r[1:]
|
||||
for name, t in zip(("shape", "dia", "n"), rest[:3]):
|
||||
rec[name] = t["text"]
|
||||
for t in rest[3:]:
|
||||
name = min(cols, key=lambda c: abs(cols[c] - t["x"]))
|
||||
if abs(cols[name] - t["x"]) < 450 and name not in rec:
|
||||
rec[name] = t["text"]
|
||||
else:
|
||||
rec.setdefault("_right", []).append((round(t["x"]), t["text"]))
|
||||
out.append(rec)
|
||||
return out, cols
|
||||
|
||||
|
||||
if __name__ == "__main__":
|
||||
import math
|
||||
# locate the two tables by their titles
|
||||
sd = {t["text"]: t for t in T if t["text"] in ("(SD400)", "(SD500)") and t["h"] < 300}
|
||||
res = {}
|
||||
for key, t in sd.items():
|
||||
other = [o for o in sd.values() if o is not t and o["y"] < t["y"]]
|
||||
y_bot = max(o["y"] for o in other) + 500 if other else t["y"] - 15000
|
||||
recs, cols = table(t["x"] - 500, t["x"] + 22000, t["y"], y_bot)
|
||||
res[key] = {"columns": cols, "rows": recs}
|
||||
print(key, "columns", sorted(cols), "rows", len(recs))
|
||||
for r in recs:
|
||||
print(" ", {k: v for k, v in r.items() if k != "y"})
|
||||
(HERE / "판독" / "schedule.json").write_text(json.dumps(res, ensure_ascii=False, indent=1), encoding="utf-8")
|
||||
@@ -0,0 +1,29 @@
|
||||
{
|
||||
"lower": {
|
||||
"valid": true,
|
||||
"solid": true,
|
||||
"orient": "Outward",
|
||||
"vol": 33999999999.99997
|
||||
},
|
||||
"waste": {
|
||||
"n": 1,
|
||||
"valid": [
|
||||
true
|
||||
],
|
||||
"solid": [
|
||||
true
|
||||
]
|
||||
},
|
||||
"low_minus_one": {
|
||||
"n": 0
|
||||
},
|
||||
"low_and_one": {
|
||||
"n": 0,
|
||||
"vol": null
|
||||
},
|
||||
"brepbrep": {
|
||||
"ok": true,
|
||||
"curves": 1,
|
||||
"pts": 0
|
||||
}
|
||||
}
|
||||
@@ -0,0 +1 @@
|
||||
{"model": "C:\\Users\\User\\Desktop\\바이브코딩\\pier_T\\Code\\교각모델링앱\\출력\\울산P1_S1\\G1.3dm", "units": "Millimeters", "tolerance": 0.001, "count": 11, "layers": {"P1::받침패드": [90, 160, 90, true], "P1::받침대좌": [190, 90, 90, true], "P1::기둥": [200, 140, 90, true], "P1::기초": [120, 150, 200, true], "P1::버림콘크리트": [160, 160, 160, true]}, "objects": {"P1-BP04": {"layer": "P1::받침패드", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [2850.0, 371.0, 71259.0, 3650.0, 1171.0, 71309.0], "user": {"fck": "-", "id": "P1-BP04", "role": "bearing pad h2 NO.4 4500 kN 일방향", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 28166666.7}, "P1-BS04": {"layer": "P1::받침대좌", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [2600.0, 121.0, 71063.0, 3900.0, 1421.0, 71259.0], "user": {"fck": "40MPa", "id": "P1-BS04", "role": "bearing pedestal h1 NO.4", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 331240000.0}, "P1-BP03": {"layer": "P1::받침패드", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3650.0, 399.0, 71390.0, -2850.0, 1199.0, 71440.0], "user": {"fck": "-", "id": "P1-BP03", "role": "bearing pad h2 NO.3 4500 kN 일방향", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 28166666.7}, "P1-BS03": {"layer": "P1::받침대좌", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3900.0, 149.0, 71193.0, -2600.0, 1449.0, 71390.0], "user": {"fck": "40MPa", "id": "P1-BS03", "role": "bearing pedestal h1 NO.3", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 332930000.0}, "P1-BP02": {"layer": "P1::받침패드", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [2860.0, -1164.0, 71238.0, 3640.0, -384.0, 71288.0], "user": {"fck": "-", "id": "P1-BP02", "role": "bearing pad h2 NO.2 4000 kN 일방향", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 26686666.7}, "P1-BS02": {"layer": "P1::받침대좌", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [2600.0, -1424.0, 71063.0, 3900.0, -124.0, 71238.0], "user": {"fck": "40MPa", "id": "P1-BS02", "role": "bearing pedestal h1 NO.2", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 295750000.0}, "P1-BP01": {"layer": "P1::받침패드", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3640.0, -1189.0, 71368.0, -2860.0, -409.0, 71418.0], "user": {"fck": "-", "id": "P1-BP01", "role": "bearing pad h2 NO.1 4000 kN 일방향", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 26686666.7}, "P1-BS01": {"layer": "P1::받침대좌", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3900.0, -1449.0, 71193.0, -2600.0, -149.0, 71368.0], "user": {"fck": "40MPa", "id": "P1-BS01", "role": "bearing pedestal h1 NO.1", "source_views": "일반도 교량받침 상세·ELEVATION TABLE"}, "faces": 6, "solid": true, "volume": 295750000.0}, "P1-CL": {"layer": "P1::기둥", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-1250.0, -1250.0, 45263.0, 1250.0, 1250.0, 67863.0], "user": {"fck": "40MPa", "id": "P1-CL", "role": "column", "source_views": "일반도 정면도·단면도·단면 A-A"}, "faces": 3, "solid": true, "volume": 110937491036.2}, "P1-FT": {"layer": "P1::기초", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3750.0, -3750.0, 42763.0, 3750.0, 3750.0, 45263.0], "user": {"fck": "27MPa", "id": "P1-FT", "role": "spread footing (no piles)", "source_views": "일반도 정면도·단면도·기초 평면도"}, "faces": 6, "solid": true, "volume": 140625000000.0}, "P1-LC": {"layer": "P1::버림콘크리트", "type": "Brep", "hidden": false, "locked": false, "colour_source": 0, "colour": [0, 0, 0], "bbox": [-3850.0, -3850.0, 42663.0, 3850.0, 3850.0, 42763.0], "user": {"fck": "15MPa", "id": "P1-LC", "role": "lean concrete", "source_views": "일반도 정면도·단면도"}, "faces": 6, "solid": true, "volume": 5929000000.0}}}
|
||||
@@ -0,0 +1 @@
|
||||
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@@ -0,0 +1 @@
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|
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Reference in new issue
Block a user