wingwall_3D_drawing/static/data/model_3d.js

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연속 수평 배력철근", "spacing": "@250 (4단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.240"}, "length_m": 5.24, "count": 4, "total_length_m": 20.96, "unit_weight": 0.995, "weight_ton": 0.0209, "polylines": [[[16.2107, 40.3487, 33.9458], [20.8336, 37.88, 34.0612]], [[16.2145, 40.3556, 34.2058], [20.8338, 37.8803, 34.3212]], [[16.2183, 40.3624, 34.4658], [20.834, 37.8806, 34.5812]], [[16.2221, 40.3693, 34.7258], [20.8341, 37.8809, 34.8412]]]}, {"mark": "W8", "dia": "H13", "dia_mm": 13, "zone": "벽체 배면 철근", "role": "벽체 배면 상부 경사구간 배력근", "desc": "벽체 배면 상부 경사구간 단계별 길이 변화 수평 배력철근", "spacing": "@250 (8단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.060~0.357"}, "length_m": 2.742, "count": 8, "total_length_m": 21.936, "unit_weight": 0.995, "weight_ton": 0.0218, "polylines": [[[16.2249, 40.3742, 34.9138], [20.6507, 37.9823, 34.9138]], [[16.229, 40.3816, 35.1937], [20.3354, 38.1582, 35.1937]], [[16.2331, 40.389, 35.4736], [19.7006, 38.5112, 35.4736]], [[16.2372, 40.3963, 35.7535], 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(Corner Dowels C1·C2)", "status": "PASS", "detail": "H19 우각부 절곡근 C1·C2 (좌 134°, 우 151°, a=700, b=700, 각 13개) 정착 완료"}, {"category": "경사 천단 및 변단면 보간 (Tapered Rebar Lofting)", "status": "PASS", "detail": "날개벽 높이 및 저판 폭 변화에 따른 가변 철근(W1, W5, W6, F1, F2, F6, W3, W8, F3, F7) 자동 보간"}, {"category": "철근 재료표 수량/중량 일치 (BOM Verification)", "status": "PASS", "detail": "종점 좌 485.111m(0.688T) + 종점 우 607.664m(0.855T) = 총 1092.775m (1.543 TON, 할증 1.59 TON)"}]}}, "summary": {"station": "STA.13+611.21", "configuration": "END_ONLY", "configuration_label": "종점부 날개벽만 존재 (2개소 모델링 대상)", "total_volume": 75.45, "culvert_volume": 59.04, "wingwalls_volume": 16.41, "wingwall_count": 2, "ww_left_volume": 7.32, "ww_right_volume": 9.09, "volumes_by_id": {"WW_END_LEFT": 7.32, "WW_END_RIGHT": 9.09}, "validations": [{"category": "일반도 평면도 암거·날개벽 위치 판별 검증 (Plan Detection)", "status": "PASS", "detail": "평면도 중앙 평행사변형 및 상·하부 점선(CS-CONC-MINR)으로 암거 판별 완료. 4개 위치 판별: 종점부 좌·우 표기됨(2개), 시점부 좌·우 미표기 -> 도면 100% 일치"}, {"category": "날개벽 구성 일치성 및 누락·임의생성 방지 (Configuration Matching)", "status": "PASS", "detail": "종점부 날개벽만 존재 (2개소 모델링 대상): 불러온 일반도 평면도 분석 결과, 암거 우측(종점부)에만 날개벽이 표기되어 있으며 암거 좌측(시점부)에는 날개벽이 존재하지 않으므로 종점부 날개벽만 모델링합니다. 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[[20.7209, 38.0885, 34.4339], [20.7209, 38.0885, 34.4839], [20.6514, 37.9638, 34.4839], [20.6514, 37.9638, 34.5339]]]}, {"mark": "W2", "dia": "H13", "dia_mm": 13, "zone": "벽체 전면 철근", "role": "벽체 전면 하부 수평 배력근", "desc": "벽체 전면 하부(H≤1.50m) 전구간 연속 수평 배력철근", "spacing": "@250 (4단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.240"}, "length_m": 5.24, "count": 4, "total_length_m": 20.96, "unit_weight": 0.995, "weight_ton": 0.0209, "polylines": [[[16.3111, 40.529, 33.9458], [20.8888, 37.979, 34.0612]], [[16.3111, 40.529, 34.2058], [20.8888, 37.979, 34.3212]], [[16.3111, 40.529, 34.4658], [20.8888, 37.979, 34.5812]], [[16.3111, 40.529, 34.7258], [20.8888, 37.979, 34.8412]]]}, {"mark": "W3", "dia": "H13", "dia_mm": 13, "zone": "벽체 전면 철근", "role": "벽체 전면 상부 경사구간 배력근", "desc": "벽체 전면 상부 경사구간 단계별 길이 변화 수평 배력철근", "spacing": "@250 (8단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.060~0.357"}, "length_m": 2.742, "count": 8, "total_length_m": 21.936, "unit_weight": 0.995, "weight_ton": 0.0218, "polylines": [[[16.3111, 40.529, 34.9138], [20.7057, 38.081, 34.9138]], [[16.3111, 40.529, 35.1937], [20.3903, 38.2566, 35.1937]], [[16.3111, 40.529, 35.4736], [19.7557, 38.6101, 35.4736]], [[16.3111, 40.529, 35.7535], [19.1212, 38.9636, 35.7535]], [[16.3111, 40.529, 36.0335], [18.4867, 39.317, 36.0335]], [[16.3111, 40.529, 36.3134], [17.8522, 39.6705, 36.3134]], [[16.3111, 40.529, 36.5933], [17.2176, 40.024, 36.5933]], [[16.3111, 40.529, 36.8732], [16.6773, 40.325, 36.8732]]]}, {"mark": "W4", "dia": "H13", "dia_mm": 13, "zone": "벽체 전면 철근", "role": "벽체 전면 상단 경사 연단근", "desc": "벽체 전면 상단 천단 경사면을 따라 배치되는 연단 배력근", "spacing": "천단 연단 1열", "shape_type": "STRAIGHT", "shape_params": {"a": "5.616"}, "length_m": 5.616, "count": 1, "total_length_m": 5.616, "unit_weight": 0.995, "weight_ton": 0.0056, "polylines": [[[16.3111, 40.529, 36.9732], [20.8888, 37.979, 34.9538]]]}, {"mark": "W7", "dia": "H13", "dia_mm": 13, "zone": "벽체 배면 철근", "role": "벽체 배면 하부 수평 배력근", "desc": "벽체 배면 하부(H≤1.50m) 전구간 연속 수평 배력철근", "spacing": "@250 (4단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.240"}, "length_m": 5.24, "count": 4, "total_length_m": 20.96, "unit_weight": 0.995, "weight_ton": 0.0209, "polylines": [[[16.2107, 40.3487, 33.9458], [20.8336, 37.88, 34.0612]], [[16.2145, 40.3556, 34.2058], [20.8338, 37.8803, 34.3212]], [[16.2183, 40.3624, 34.4658], [20.834, 37.8806, 34.5812]], [[16.2221, 40.3693, 34.7258], [20.8341, 37.8809, 34.8412]]]}, {"mark": "W8", "dia": "H13", "dia_mm": 13, "zone": "벽체 배면 철근", "role": "벽체 배면 상부 경사구간 배력근", "desc": "벽체 배면 상부 경사구간 단계별 길이 변화 수평 배력철근", "spacing": "@250 (8단)", "shape_type": "STRAIGHT", "shape_params": {"a": "5.060~0.357"}, "length_m": 2.742, "count": 8, "total_length_m": 21.936, "unit_weight": 0.995, "weight_ton": 0.0218, "polylines": [[[16.2249, 40.3742, 34.9138], [20.6507, 37.9823, 34.9138]], [[16.229, 40.3816, 35.1937], [20.3354, 38.1582, 35.1937]], [[16.2331, 40.389, 35.4736], [19.7006, 38.5112, 35.4736]], [[16.2372, 40.3963, 35.7535], [19.0659, 38.8643, 35.7535]], [[16.2413, 40.4037, 36.0335], [18.4313, 39.2176, 36.0335]], [[16.2454, 40.4111, 36.3134], [17.7967, 39.5708, 36.3134]], [[16.2495, 40.4185, 36.5933], [17.1621, 39.9242, 36.5933]], [[16.2537, 40.4258, 36.8732], [16.6223, 40.2261, 36.8732]]]}, {"mark": "W9", "dia": "H13", "dia_mm": 13, "zone": "벽체 배면 철근", "role": "벽체 배면 상단 경사 연단근", "desc": "벽체 배면 상단 천단 경사면을 따라 배치되는 연단 배력근", "spacing": "천단 연단 1열", "shape_type": "STRAIGHT", "shape_params": {"a": "5.616"}, "length_m": 5.616, "count": 1, "total_length_m": 5.616, "unit_weight": 0.995, "weight_ton": 0.0056, "polylines": [[[16.2566, 40.4311, 36.9732], [20.8343, 37.8811, 34.9538]]]}], "subtotals_by_dia": {"H19": {"dia": "H19", "unit_weight": 2.25, "total_length_m": 36.4, "weight_ton": 0.082, "surcharge_ton": 0.084}, "H16": {"dia": "H16", "unit_weight": 1.56, "total_length_m": 362.909, "weight_ton": 0.566, "surcharge_ton": 0.583}, "H13": {"dia": "H13", "unit_weight": 0.995, "total_length_m": 208.355, "weight_ton": 0.207, "surcharge_ton": 0.214}}, "summary": {"total_marks": 25, "total_bars": 277, "total_length_m": 607.664, "total_weight_ton": 0.855, "total_surcharge_ton": 0.881}}}, "summary": {"total_bars": 508, "total_length_m": 1092.775, "total_weight_ton": 1.543, "total_surcharge_ton": 1.59, "left_weight_ton": 0.688, "right_weight_ton": 0.855, "left_bars": 231, "right_bars": 277, "total_marks": 25, "validations": [{"category": "배근도/구조도 연동 검사 (Drawing Linkage)", "status": "PASS", "detail": "불러온 배근도/구조도(14. 수로암거 구조도(STA.13+611.21, 종점 우)(01).dwg, 14. 수로암거 구조도(STA.13+611.21, 종점 우)(02).dwg, 14. 수로암거 구조도(STA.13+611.21, 종점 좌)(03).dwg, 14. 수로암거 구조도(STA.13+611.21, 종점 좌)(04).dwg) 배근 상세 및 재료표 100% 매칭"}, {"category": "콘크리트 피복두께 검증 (Cover Check)", "status": "PASS", "detail": "벽체 전면/배면 및 저판 상/하면 모든 철근 피복두께 80mm 준수 (외형 솔리드 돌출 0건)"}, {"category": "주철근 배근 간격 정합성 (Main Bar Spacing)", "status": "PASS", "detail": "좌측(L=4.35m, N=18/17) 및 우측(L=5.40m, N=23/22) 1·2Cycle 교대 배근(@125) 일치"}, {"category": "암거 접합부 우각부 보강 (Corner Dowels C1·C2)", "status": "PASS", "detail": "H19 우각부 절곡근 C1·C2 (좌 134°, 우 151°, a=700, b=700, 각 13개) 정착 완료"}, {"category": "경사 천단 및 변단면 보간 (Tapered Rebar Lofting)", "status": "PASS", "detail": "날개벽 높이 및 저판 폭 변화에 따른 가변 철근(W1, W5, W6, F1, F2, F6, W3, W8, F3, F7) 자동 보간"}, {"category": "철근 재료표 수량/중량 일치 (BOM Verification)", "status": "PASS", "detail": "종점 좌 485.111m(0.688T) + 종점 우 607.664m(0.855T) = 총 1092.775m (1.543 TON, 할증 1.59 TON)"}]}}, "summary": {"station": "STA.13+611.21", "configuration": "END_ONLY", "configuration_label": "종점부 날개벽만 존재 (2개소 모델링 대상)", "total_volume": 75.45, "culvert_volume": 59.04, "wingwalls_volume": 16.41, "wingwall_count": 2, "ww_left_volume": 7.32, "ww_right_volume": 9.09, "volumes_by_id": {"WW_END_LEFT": 7.32, "WW_END_RIGHT": 9.09}, "validations": [{"category": "일반도 평면도 암거·날개벽 위치 판별 검증 (Plan Detection)", "status": "PASS", "detail": "평면도 중앙 평행사변형 및 상·하부 점선(CS-CONC-MINR)으로 암거 판별 완료. 4개 위치 판별: 종점부 좌·우 표기됨(2개), 시점부 좌·우 미표기 -> 도면 100% 일치"}, {"category": "날개벽 구성 일치성 및 누락·임의생성 방지 (Configuration Matching)", "status": "PASS", "detail": "종점부 날개벽만 존재 (2개소 모델링 대상): 불러온 일반도 평면도 분석 결과, 암거 우측(종점부)에만 날개벽이 표기되어 있으며 암거 좌측(시점부)에는 날개벽이 존재하지 않으므로 종점부 날개벽만 모델링합니다. (도면 미표기 날개벽 임의 생성 차단, 표기 날개벽 누락 없음)"}, {"category": "일반도 단독 적용 검증 (General Drawing Only)", "status": "PASS", "detail": "1단계에서 판별된 일반도(13. 수로암거 일반도(STA.13+611.21)(01).dwg)만을 사용하여 외형 솔리드 생성 (배근도/구조도 제외)"}, {"category": "치수 및 표고 정합성 검사 (Dimension & Elevation Accuracy)", "status": "PASS", "detail": "암거 본체 폭 3.40m × 고 3.70m, 종점부 좌측 날개벽 L=4.35m(H=3.70~1.50m), 종점부 우측 날개벽 L=5.40m(H=3.70~1.50m)"}, {"category": "3D 솔리드 폐합 검사 (Watertight Manifold Solid)", "status": "PASS", "detail": "암거 및 생성된 2개 날개벽 객체 모두 완전 폐합 2-manifold solid mesh (Non-manifold/Boundary Edge: 0개)"}]}};