Box Culvert DWG Block for AutoCAD

Box Culvert DWG Block for AutoCAD

Plant, Profile and Exploded Steel Box Culvert

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

double grill reinforcement slab, double grill reinforcement slab, double grill reinforcement slab, lower, higher, frontal, on board: ministry of Colombian national institute of bridges. aashto standard specifications for highway interm and vdot modifications. all without aggregate: steel is projected from casing astm grade if strapping in all dimensions of strapping in planes are center tolerances must be met specified in the reference. constructive joints to be constructed in accordance with the one described herein. bent bars having a bend radius at least times that of the bar. the coatings being of at least present does not take into account filling on the one of with average carrying capacity: soil profile: of all wide belt with recommendations of the supplier. of casting verify: flat levels of electrical hydraulic installations the lower beams of the box should be supported in at least of compacted recebo to that of the standard proctor. Provide all piping ducts of walls according to details Placement of the seals on the grooved grooves located on the concrete surfaces of these should be completely clean free of grease healing residues. should be cured at least days before the cement is subjected to water., coating plant, typical wall reinforcement detail, between foundation wall, construction gasket, license plate, grill, detail, Wall, sika ribbon, pvc, sealant compound mm mm, on the face in contact with water, the reinforcement should not be interrupted, vertical joint, detail, Wall, sika ribbon, pvc, sealant compound mm mm, on the face in contact with water, the reinforcement should not be interrupted, Wall, grill, covering, additional edge bar, detail steel edges, detail geometry together, detail, sika ribbon, pvc, upper slab, upper slab, lower slab, lower slab, vertical interior walls box, vertical outer walls box, horizontal, horizontal outer walls, horizontal fins, steel frame, diagram, quantity, product, long, weight, Location, bar list, in each paw of upper fins, in each paw of upper fins, in each slab of superiors, in lower slab slabs each, in upper bar slab each, in upper bar slab each, in lower slab slabs each, eb upper slab in central zone, in slab, in slab, in inner wall horizontal bars, in external walls in each external wall box, in upper slab upper steel lower slab, in fins rfzo bars by double grill in fins., in walls or bars per wall., in upper slab upper steel lower slab, edge reinforcement, edge reinforcement, in upper slab upper steel lower slab, reinforcement in fins joint, exterior shotcrete grills, in interior walls vertical reinforcement external walls box, in internal walls vertical reinforcement in walls box, side walls of, side walls of, side walls of, side walls of, total

Raw text data extracted from CAD file:

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f'c:28Mpa; espesor:35cm, Refuerzo doble parrilla 1No.6@25cm \A1;L1: Losa Maciza; f'c:28Mpa; espesor:35cm, Refuerzo doble parrilla 1No.6@25cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;K \A1;L1: Losa Maciza; f'c:28Mpa; espesor:30cm, Refuerzo doble parrilla 1No.6@25cm \A1;L1: Losa Maciza; f'c:28Mpa; espesor:30cm, Refuerzo doble parrilla 1No.6@25cm \A1;K 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;K \A1;K 5 \A1;L1: Losa Maciza; f'c:28Mpa; espesor:30cm, Refuerzo doble parrilla 1No.6@25cm \A1;L1: Losa Maciza; f'c:28Mpa; espesor:30cm, Refuerzo doble parrilla 1No.6@25cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;PLANTA INFERIOR \H0.43403x;NE_ -2.15m NE_0.00m NE_-1.85m NE_-0.38m NE_0.00m NE_-1.85m NE_-2.15m NE_-1.85m \A1;VISTA SUPERIOR \H0.43403x;NE: 0.00m \A1;CORTE K - K \A1;VISTA FRONTAL NE_-0.38m NE_0.00m NE_-1.85m NE_-2.15m R R R R R R R R R R R R R R R R \A1;CORTE T - T T T T T NE_-0.38m NE_0.00m NE_-1.85m NE_-2.15m \A1;CORTE R - R 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T T T T \A1;Barras No.6(L:5.93m)@25cm(x48); 5 5 \A1;Barras No.6(L:5.39m)@25cm(x184); \A1;Barras No.6(L:5.11m)@25cm(x25); 5 5 \A1;Barras No.6(L:3.11m)@25cm(x50); 5 5 \A1;Barras No.6(L:5.99/4.45m)@25cm(x50); 5 \A1;Barras No.6(L:4.9/5.3m)@25cm(x50); 5 5 5 5 \A1;Barras No.6(L:4.3/5.27m)@25cm(x50); 5 5 \W6.64286; \A1;No.5(L:1.6)@25cm \W6.64286; \A1;(x140); 5 5 5 \W7.11905; \A1;No.5(L:1.95)@25cm \W7.11905; \A1;(x140); 5 5 \W6.64286; \A1;No.5(L:1.6)@25cm \W6.64286; \A1;(x80); 5 5 5 \W7.11905; \A1;No.5(L:1.52)@20cm \W7.11905; \A1;(x104); \W8.61224; \A1;NOTAS: \W8.63946; \A1; \W8.61905; \A1;CAPACIDAD SOBRE TABLERO: Automoviles, (2 tons) \W8.63946; \A1; \W8.61224; \A1;Normatividad: \W8.61224; \A1;- Ministerio de Transporte, Instituto Nacional de V\A1;í\A1;as, \W8.63946; \A1; C\A1;ó\A1;digo Colombiano de Dise\A1;ñ\A1;o S\A1;í\A1;smico de Puentes. \W8.61224; \A1;- AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, 1999, \W8.61224; \A1;INCLUDING INTERM SPECIFICATIONS, 1999 AND VDOT MODIFICATIONS. \W8.63946; \A1; \W8.61905; \A1;CONCRETOS: Todos sin excepci\A1;ó\A1;n f'c:4000psi, (28MPa) \W8.63946; \A1; Relaci\A1;ó\A1;n A/C < 0.5 \W8.63946; \A1; Tama\A1;ñ\A1;o m\A1;á\A1;ximo Agregado: \A1;\S3/4;" \W8.63946; \A1; \W8.61224; \A1;REFUERZO: \W8.63265; \A1;Todo acero se proyecta de caslidad ASTM A615, GRADE 60. y se \W8.61224; \A1;restringe el flejado en obra, todas las dimensiones de flejado \W8.61905; \A1;especificadas en planos son centro a centro, y se deben cumplir \W8.61224; \A1;las tolerancias de construcci\A1;ó\A1;n y fabricaci\A1;ó\A1;n especifciadas en la \W8.61224; \A1;normatividad en referencia. \W8.63946; \A1; \W8.61224; \A1;Las juntas constructivas deber\A1;á\A1;n construirse de acuerdo a la \W8.61224; \A1;normatividad en referencia y a lo aqui descrito. \W8.63946; \A1; \W8.61224; \A1;Las barras con dobleces a 90\A1;°\A1;, deber\A1;á\A1;n tener un radio de doblez \W8.61905; \A1;de al menos 24 veces el di\A1;á\A1;metro de la barra. \W8.63946; \A1; \W8.63265; \A1;Todos los recubrimientos deber\A1;á\A1;n ser de al menos 7.5cm. \W8.63946; \A1; \W8.61224; \A1;El presente dise\A1;ñ\A1;o, no tiene en cuenta ning\A1;ú\A1;n relleno sobre el box, \W8.61905; \A1;simplemente, el tr\A1;á\A1;nsito especificado, y tuber\A1;í\A1;a de 10pulgadas, con \W8.62585; \A1;flujo a media presi\A1;ó\A1;n. \W8.63946; \A1; \W8.61224; \A1;Par\A1;á\A1;metros geot\A1;é\A1;cnicos: Capacidad portante: 15ton/m\A1;² \W8.63946; \A1; Perfil de Suelo: D \W8.63946; \A1; \W8.62585; \A1;Juntas de Construcci\A1;ó\A1;n: todas llevar\A1;á\A1;n cinta de PVC, de ancho m\A1;í\A1;nimo \W8.61905; \A1;20cm, con sujeci\A1;ó\A1;n y fijaci\A1;ó\A1;n seg\A1;ú\A1;n recomendaciones del proveedor. \W8.63946; \A1; \W9.66667; \W1.25000x;ANTES DE FUNDIR VERIFICAR: \W9.63810; \W1.25000x;-Medidas y niveles \W9.63810; \W1.25000x;-Consultar planos de instalaciones hidraulicas y electricas \W9.63810; \W1.25000x;-La losa y vigas inferiores del Box Culvert, deberan \W9.67619; \W1.25000x; apoyarse en al menos 40cm de recebo B200 compactada \W9.67619; \W1.25000x; al 95% del proctor estandar. \W9.63810; \W1.25000x;-Se deber\W1.25000x;á\W1.25000x; proveer todos los pasos de tuberias o ductos a \W9.67619; \W1.25000x; trav\W1.25000x;é\W1.25000x;s de muros y losas, segun detalles hidr\W1.25000x;á\W1.25000x;ulicas. \W9.63810; \W1.25000x;-Durante la colocacion de los sellos sobre las cajuelas \W9.67619; \W1.25000x; o ranuras localizadas en las superficie de concreto de \W9.67619; \W1.25000x; las juntas, esta debe estar completamente limpia y seca, \W9.67619; \W1.25000x; libre de grasa y residuos curadores. debera curarse por \W9.67619; \W1.25000x; lo menos 10 dias antes de ser sometido el cemento con \W9.67619; \W1.25000x; el agua. \W9.67619; \W1.25000x; \W9.67619; \W1.25000x; \W8.63946; \A1; \W8.63946; \A1; \W8.63946; \A1; EN PLANTA Y RECUBRIMIENTO DETALLE TIPICO REFUERZO DE MURO ENTRE MURO Y CIMIENTO JUNTA DE CONSTRUCCION PLACA PARRILLA 1 DETALLE 1 MURO CINTA SIKA PVC 0-22 COMPUESTO SELLADOR e=10 mm profundidad=25 mm SOBRE LA CARA EN CONTACTO CON EL AGUA (si aplica) EL REFUERZO NO DEBE INTERRUMPIRSE JUNTA VERTICAL DETALLE 2 MURO CINTA SIKA PVC 0-22 COMPUESTO SELLADOR e=10 mm profundidad=25 mm SOBRE LA CARA EN CONTACTO CON EL AGUA (si aplica) EL REFUERZO NO DEBE INTERRUMPIRSE MURO S PARRILLA 2 Recubrimiento = 75mm Recubrimiento = 75mm 5 5 5 \W7.11905; \A1;No.5(L:1.52)@20cm \W7.11905; \A1;(x104); BARRA No.6; Adicional en aristas DETALLE ACERO ARISTAS DETALLE GEOMETRIA JUNTAS DETALLE 2 CINTA SIKA PVC 0-22 \A1;3\S1/2;" \A1;1\S1/2;" \A1;\S1/2;" \A1;\S3/4;" \A1;\S3/4;" \A1;\S1/2;" \A1;\S3/4;" \A1;\S3/4;" 5 5 5 5 5 \A1;Barras No.4(L:1.9m)@25cm(x25); 5 \A1;Barras No.6(L:6.0m)@25cm(x25); 5 \A1;Barras No.6(L:3.75m)@25cm(x25); 5 \A1;Barras No.6(L:3.75m)@25cm(x25); 5 \A1;Barras No.6(L:6.0m)@25cm(x25); \A1;Barras Losa Superior \A1;Barras No.6(L:6.37m)@25cm(x70); \A1;Barras Losa Superior \A1;Barras Losa Inferior 5 5 5 5 5 5 \A1;Barras No.4(L:1.9m)@25cm(x25); \A1;Barras No.6(L:6.37m)@25cm(x137); \A1;Barras Losa inferior 5 5 \A1;Barras No.5(L:2.98m)@20cm(x104); 5 \A1;Barras No.6(L:2.03m)@25cm(x102); \A1;Barras Verticales Muros Interiores Box \A1;Barras Verticales Muros Exteriores Box 5 \A1;Barras No.5(L:2.03m)@20cm(x65); 5 \A1;Barras No.6(L:6.37m)@25cm(x34); \A1;Barras No.5(L:6.37m)@20cm(x21); \A1;Barras Horizontales Muros Interiores Box \A1;Barras Horizontales Muros Exteriores Box 5 5 5 \W9.38095; \A1;No.5(L:2.9)@20cm(x120); \A1;Barras Horizontales Aletas \A1;Barras No.6(L:5.96m)@25cm(x92); 5 5 5 5 \A1;Barras No.6(L:5.69m)@25cm(x88); 5 5 \A1;Barras No.6(L:5.12m)@25cm(x88); \A1;Barras No.6(L:5.37m)@25cm(x92); 5 5 CUADRO DE ACEROS DIAGRAMA CANTIDAD PRODUCTO LONG. (M) PESO UBICACION 1.30 0.2 0.2 LISTA DE BARRAS #6 184 #6 1.70 688 [46 EN CADA ZARPA DE ALETA; 23 superiores y 23 inferiores] x 4 Aletas 5 5 5 5 5.53 0.2 0.2 48 #6 5.93 626 [12 EN CADA ZARPA DE ALETA; 6 superiores y 6 inferiores] x 4 Aletas 6.37 137 #6 6.37 1920 [137 EN CADA LOSA DE CIMENTACION; 68 superiores y 69 inferiores] 4.30 0.2 0.77 50 #6 5.27 579 [50 EN LOSA DE CIMENTACION; 25 barras inferiores a cada lado] 4.90 0.2 0.2 50 #6 5.93 580 5 [50 EN LOSA DE CIMENTACION; 25 barras superiores a cada lado] 3.11 50 #6 3.11 342 [50 EN LOSA DE CIMENTACION; 25 barras superiores a cada lado] 4.45 0.77 50 #6 5.99 659 [50 EN LOSA DE CIMENTACION; 25 barras inferiores a cada lado] 0.77 25 #6 5.11 281 [25 EB LOSA DE CIMENTACION; 25 superiores ] en zona central 5.11 50 #4 1.9 95 [25 EN LOSA DE CIMENTACION] ; [25 EN LOSA SUPERIOR] 0.60 0.4 0.4 0.25 0.25 50 #4 1.9 95 [25 EN LOSA DE CIMENTACION] ; [25 EN LOSA SUPERIOR] 0.60 0.4 0.4 0.25 0.25 5 \A1;Barras No.6(L:4.7m)@25cm(x80); 21 #5 6.37 209 [21 EN MURO INTERNO BOX]; Barras horizontales 6.37 34 #6 6.37 476 [34 EN MUROS EXTERNOS BOX]; 17 en cada muro externo box 6.37 70 #6 6.37 981 [70 EN LOSA SUPERIOR - TABLERO]; 35 acero superior y 35 acero inferior 6.37 104 #5 2.98 485 [104 EN ALETAS - Rfzo horizontal]; 13 barras por parrilla, doble parrilla en 4 aletas. 2.98 80 #6 4.47 787 [80 EN MUROS - Rfzo horizontal]; 20 barras por muro. 4.47 50 #6 6.00 660 6.00 50 #6 3.75 412 [50 EN LOSA SUPERIOR - TABLERO]; 25 acero superior y 25 acero inferior 3.75 140 #5 1.95 426 Refuerzo en aristas 140 #5 1.60 349 Refuerzo en aristas 0.60 0.60 0.75 0.80 0.80 [50 EN LOSA SUPERIOR - TABLERO]; 25 acero superior y 25 acero inferior 80 #5 1.60 200 Refuerzo en junta de aletas 0.80 0.80 104 #5 1.51 189 Remate exterior parrillas 0.7 0.7 0.11 65 #5 2.03 206 [65 EN MUROS INTERIORES BOX]; Refuerzo vertical muros externos Box 2.03 102 #6 2.03 456 [102 EN MUROS INTERNOS BOX]; Refuerzo vertical en muros Box 2.03 3.29 1.83 88 #6 5.12 991 [88 Muros lateral de aproximación] 3.39 1.98 92 #6 5.37 1087 [92 Muros lateral de aproximación] 3.85 1.84 88 #6 5.69 1102 [88 Muros lateral de aproximación] 3.96 2.0 92 #6 5.96 1206 [92 Muros lateral de aproximación] TOTAL : 16090 kg

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, block, box, box culvert, culvert, dach, dalle, DWG, escadas, escaliers, exploded, lajes, mezanino, mezzanine, plant, platte, profile, reinforced concrete, reservoir, roof, slab, stair, steel, telhado, toiture, treppe