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Pier_v1/Code/교각모델링앱/검증/variability_test_data/옥성교P1/expected.json
T
ahnyongjooandClaude Sonnet 5.5 964a841de1 chore(rebar): Pier_T_rebar 작업 폴더 초기 구성 및 외부 의존 파일 통합 
- Code\rebar_pipeline, review_pipeline, pier-program을 정션에서 실제 폴더로 전환
- Code\rhino_mcp 및 CLAUDE_rhino배경.md 추가, .mcp.json은 PYTHONPATH로 새 위치 사용
- pier-program 내부 .git 제거(이력은 backup\pier-program_20261028.bundle에 보관)
- worktree 가이드 반영(CLAUDE.local.md, HANDOFF.md)
- D:\Rhino-MCP 경로 참조를 새 위치로 치환

Co-Authored-By: Claude Sonnet 5.5 <noreply@anthropic.com>
2026-10-28 11:20:18 +09:00

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{
"_schema": "pier-T-expected/1",
"pier_id": "P1",
"tol_mm": 1.0,
"_note": "독립 기대값: 일반도 치수 문자·EL 문자·받침 표. [작도] = 치수 문자 없음(사각 18°, 대좌 외곽, 받침 평면 위치)",
"checkers": {
"G1": "g1_pedestal.py",
"G2": "g2_ring.py",
"G3": "g3_poly.py",
"G4": "g4_okseong.py"
},
"negative": {
"G1": [
{
"id": "BP02",
"d": [
3,
0,
0
]
},
{
"id": "BS03",
"d": [
0,
0,
2
]
}
],
"G5": [
{
"id": "BB04",
"d": [
5,
0,
0
]
},
{
"id": "SP03",
"d": [
0,
0,
5
]
}
],
"G2": [
{
"mark": "P1",
"d": [
5,
0,
0
]
},
{
"mark": "P3",
"d": [
0,
0,
5
]
}
],
"G3": [
{
"mark": "B1",
"d": [
5,
0,
0
]
},
{
"mark": "B10",
"d": [
0,
0,
5
]
}
],
"G4": [
{
"mark": "C1",
"d": [
0,
5,
0
]
},
{
"mark": "C7",
"d": [
0,
0,
5
]
}
]
},
"planned_fail": [],
"G1": {
"footing": {
"dx": 9600,
"dy": 9600,
"z0": 12175,
"thickness": 2200,
"src": "'9.600', '2.200', 'EL. 12.175'"
},
"lean": {
"dx": 9800,
"dy": 9800,
"thickness": 100,
"src": "버림 '100', 9,800"
},
"column": {
"d": 2500,
"height": 3800,
"src": "'2.500', '3.800'"
},
"piles": {
"nx": 5,
"ny": 5,
"pitch": 2000,
"edge": 800,
"d": 609,
"length": 22000,
"head_embedment": 100,
"src": "'4@2.000=8.000' (정면·단면), '800', 'Ø609.0x12T, L=22.0M', 머리 '100' (O1)"
},
"coping": {
"bottom_flat_half": 1350,
"tip_half": 6000,
"soffit_rise": 1500,
"width_y": 3300,
"side_bottom_width": 2500,
"skew_deg": 18.0,
"step_bounds": [
-3773,
-1297,
1179,
3655
],
"step_z": [
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21188,
21128
],
"src": "'12.000', '2.700'(1,350 x 2), '1.500' x 2, '3.300'(1,120+1,141+1,039), 기둥 폭 2,500; 상면 단 경계 '2.227, 3@2.476, 2.344'; 단 높이 = EL.'X' - h1 - h2 (NO.1~5); 사각 18° [작도]"
},
"seats": {
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],
"6": [
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50,
700,
650
],
"7": [
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50,
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],
"8": [
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],
"9": [
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],
"10": [
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700,
650
]
},
"pos": {
"1": [
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],
"2": [
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-530.2
],
"3": [
185.4,
-530.2
],
"4": [
2661.6,
-530.2
],
"5": [
5137.8,
-530.2
],
"6": [
-5137.8,
610.9
],
"7": [
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],
"8": [
-185.4,
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],
"9": [
2290.8,
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],
"10": [
4767.0,
610.9
]
},
"src": "ELEVATION TABLE; 받침 평면 위치 [작도] (단면 '1.120, 1.141, 1.039' = y -530 / 611 ✓)"
}
},
"G5": {
"el_x": {
"1": 21398,
"2": 21432,
"3": 21465,
"4": 21411,
"5": 21351,
"6": 21419,
"7": 21453,
"8": 21486,
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"10": 21372
},
"S": {
"1": 1.765,
"2": 1.765,
"3": 1.765,
"4": 1.765,
"5": 1.765,
"6": 1.765,
"7": 1.765,
"8": 1.765,
"9": 1.765,
"10": 1.765
},
"W": {
"1": 750,
"2": 750,
"3": 750,
"4": 750,
"5": 750,
"6": 750,
"7": 750,
"8": 750,
"9": 750,
"10": 750
},
"L": 800,
"T": 29,
"h3": 148,
"bearing_size": {
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],
"2": [
700,
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],
"3": [
700,
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],
"4": [
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],
"5": [
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"6": [
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"9": [
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],
"10": [
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]
},
"bearing_shrink": 100,
"thick_end": "+Y",
"colours": {
"bearing": [
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],
"sole_plate": [
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]
},
"src": "ELEVATION TABLE (EL.'X', h3, A, B); 솔플레이트 상세 TABLE (S, L, W, T1 22 / T2 36 -> +Y, O4)"
},
"rebar_palette": {
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],
"29": [
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],
"25": [
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},
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},
"schedule_n": {
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"P5": 40
},
"dia": {
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"P5": 16
},
"main": {
"mark": "P1",
"radius": 1125,
"divisions": 60,
"start_deg": 0.0,
"bottom_above_footing": 150,
"top_parts": [
150,
270,
8313
],
"inner": {
"mark": "P2",
"radius": 1080
}
},
"hoop_chain": {
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],
"groups": [
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2,
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],
[
16,
150
],
[
8,
300
],
[
2,
600
]
]
},
"hoop_zones": [
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],
[
"P4",
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],
[
"P3",
10
]
],
"r_hoop": 1150,
"r_hoop_by_mark": {
"P3": 1150,
"P4": 1147
},
"tie": {
"mark": "P5",
"chain": {
"start": [
150,
1500
],
"groups": [
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1,
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],
[
8,
300
],
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8,
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],
[
2,
600
]
]
},
"per_level": 2,
"offset": 0,
"y_lift": 16
},
"no_fillet_marks": [
"P1",
"P2",
"P3",
"P4"
],
"src": "재료표 L·N·r; 단면 r 1,125 / 1,080 DIVISION 60; 사슬 '띠철근외측'·'크로스타이' (기초 바닥 EL 12.175 기준); Q1~Q4 (2026-10-14)"
},
"G3": {
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"B2": [
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"B3": [
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},
"half_a": 4700,
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],
"axis": "Y",
"z": 12325,
"leg": 1800,
"chain": {
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"groups": [
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100
],
[
72,
125
],
[
2,
100
]
]
}
},
"x_bottom": {
"marks": [
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],
"axis": "X",
"z": 12347.5,
"leg": 1950,
"chain": {
"start": [
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"groups": [
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2,
162.5
],
[
70,
125
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2,
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]
}
},
"y_top": {
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"axis": "Y",
"z": 14275,
"leg": -900,
"chain": {
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"groups": [
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100
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125
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[
2,
100
]
]
}
},
"x_top": {
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"axis": "X",
"z": 14252.5,
"leg": -975,
"chain": {
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"groups": [
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2,
162.5
]
]
}
}
},
"mid": {
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"chain": {
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"groups": [
[
18,
500
]
]
},
"z_hi": 13844,
"z_lo": 12844
},
"B11": {
"axis": "X",
"chain": {
"start": [
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],
"groups": [
[
1,
537.5
],
[
16,
500
],
[
1,
537.5
]
]
},
"z_hi": 13825,
"z_lo": 12825
}
},
"b10": {
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13325,
13825,
14075
],
"size": 9445
},
"b9": {
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"pitch_x": 500,
"height": 1998
},
"src": "재료표 L·N·b; 정면 '100, 2@100, 72@125=9.000'·'18@500'; 측면 '100, 2@163, 70@125=8.750'·'538, 16@500, 538'; 층 EL·B10 단 [작도]; B9 격자 규칙 + F1(171); F3 교번; F4 B11 X / B12 Y(+19); B9 높이 = 상·하면 Y철근 바깥 (14.299 - 12.301)"
},
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"S8": [
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"C18": [
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"S3": [
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],
"C17": [
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"C16": [
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"C15": [
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"C14": [
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"C13": [
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"C12": [
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"C11": [
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"leg_at": "right"
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],
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},
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},
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19046.4,
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1263.9,
1197.2,
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},
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"18546.4": 5
},
"width_note": "상면 단은 면 폭 3,050, 낮은 두 단은 다리가 위로 면을 따라 올라가므로 다리 끝 폭(19546.4: 다리 위 EL 19.9164 ±1,525, 18546.4: 다리 위 EL 18.9164 ±1,318.4)",
"width": {
"21068.4": 3050,
"21047.8": 3050,
"20905.3": 3050,
"20805.3": 3050,
"20796.4": 3050,
"20546.4": 3050,
"19546.4": 3050,
"18546.4": 2636.8
}
},
"seats": {
"heavy": 3,
"marks_heavy": [
"S1",
"S2",
"S3",
"S4"
],
"marks_light": [
"S5",
"S6",
"S7",
"S8"
],
"h1": {
"front": 173,
"rear": 194
},
"y": {
"front": -530.2,
"rear": 610.9
},
"long_t": [
-600.0,
-500.0,
-375.0,
-250.0,
-125.0,
0.0,
125.0,
250.0,
375.0,
500.0,
600.0
],
"long_len": 2629,
"short_o": [
-1250.0,
-1125.0,
-1000.0,
-875.0,
-750.0,
-625.0,
-500.0,
-375.0,
-250.0,
-125.0,
0.0,
125.0,
250.0,
375.0,
500.0,
625.0,
750.0,
875.0,
1000.0,
1125.0,
1250.0
],
"short_len": 1262,
"top_below": 50,
"leg": 700,
"lower_below": [
373,
473
],
"low_long_t": [
-625.0,
-500.0,
-375.0,
-250.0,
-125.0,
0.0,
125.0,
250.0,
375.0,
500.0,
625.0
],
"low_long_len": 2500,
"low_short_o": [
-1250.0,
-1125.0,
-1000.0,
-875.0,
-750.0,
-625.0,
-500.0,
-375.0,
-250.0,
-125.0,
0.0,
125.0,
250.0,
375.0,
500.0,
625.0,
750.0,
875.0,
1000.0,
1125.0,
1250.0
],
"low_short_len": 1250
},
"src": "재료표 L·N, 철근 상세 a·b·c; 구조도(1) 정면·측면 철근 선·점(상면 3단·C19·C20·C7·스터럽 106곳·측면 고리 12단·C18 117점); 구조도(2) 코핑 단면 사슬(25줄 @125, 바닥 10@250)·교좌면 C-D 단면 사슬(50 | 123 | 200 | 100 | 277); 결정 H1~H6 (2026-10-14)"
}
}
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