Bridge DWG Detail for AutoCAD

Bridge DWG Detail for AutoCAD

BRIDGE LENGTH OF 20 METERS WITH DETAILS IN PLANT AND STRUCTURES

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

beam axis, track axis, drainage pipe, main beam axis, drilling, neoprene plate, footboard, main beam, detail of the mobile support, semi formwork in slab, plant, beam diaphragm, bridge axis, and sidewalks , main, beam reinforcement, steel separation, diaphragm, main beam detail, left abutment axis, right abutment axis, river axis, stairlift detail, concrete trunk, see det. of joint, mobile support, fixed support, section yy, section xx, welded to: l, slab, welding, bridge plant, the wood for the false bridge will be of the structural type of the area which, should be free of defects such as knots , perforations, warping, cracks, technical specifications, density, modulus of elasticity, shear stress, bending stress, parallel traction effort, perpendicular compression stress, parallel compression stress, structural group, fungal attack., wood to be used will be of the following characteristics :, see detail, detail of formwork in sidewalk, outline, cross section false bridge, the levels of footing of the shoe are referred to the bm of the bridge, the same as that, the setting out of the whole structure is will make taking as a bridge reference the bridge bm., free coverings, levels and staking :, technical specifications, reinforced concrete :, natural terrain ………………… ……., general specifications, n ivel bottom of footing, main elevation bridge, level of rolling, axis river, bridge, level of sidewalk, waterproof material, gravel, bridge profile

Raw text data extracted from CAD file:

1.40 1.19 Luz de Cálculo= 20.00 m. 1.00 4.15 1.20 1.00 4.15 1.20 1.52 2.06 1.31 2.28 .30 .30 1.40 1.50 .30 3.30 Luz de Cálculo= 20.00 m. .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .78 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .78 1.00 4.25 1.20 1.00 4.25 1.20 1.52 2.06 1.31 2.28 .30 .30 1.10 3.28 6.75 3.68 43° 45° 45° .30 4.70 4.70 .30 4.70 .50 20.00 .70 .20 .18 4.60 1.00 1.20 1.30 1.10 3.28 6.75 3.68 43° 4.60 1.00 1.20 1.30 1.50 1/8" 1" 1.20 1.00 .15 .30 .15 .30 20.60 .50 .05 .40 .50 .90 .90 .50 .05 .50 .40 1.80 1.80 4.70 2.80 1.20 .10 1.275 .125 .30 4.70 35cm 30cm. 5cm. 05cm. .40 .40 .10 .10 .10 .10 .50 .05 .40 .50 .90 .90 .50 .05 .50 .40 1.80 1.80 4.70 .15 .30 .15 .30 20.60 4.70 .30 2.80 .20 .20 1.40 .20 30cm. 50cm .01 .15 .30 .40 40mm .01 .15 .01 .30 .04 .14 .04 .22 .40 .80 .80 .50 .50 .55 .33 9.00 .20 .43 .10 6.05 .30 .10 .47 .55 2.70 .55 .10 3.83 .10 2.70 3.83 2.70 .55 .10 .15 .10 .44 .24 1.30 .40 .15 6.05 .30 20.50 9.00 9.00 .30 9.00 6.95 1.20 6.95 1.20 9.00 6.95 1.20 6.95 1.20 9.00 6.95 1.20 6.95 1.20 9.00 6.30 .55 6.30 .55 9.00 6.05 .30 6.05 .30 9.00 6.20 .45 6.20 .45 .16 .01 .01 .04 .04 .19 .27 .12 .01 1.05 .30 1.05 .30 .40 .08 .08 .12 .01 1.40 1.20 .05 .08 .08 .08 .08 .05 .05 .10 .10 .50 cm. .40 2.00 1.40 .50 1.30 .85 1.40 2.80 1" 2.80 1.00 5.00 2.10 8.10 3.20 3.40 3.60 .20 .20 5.00 1.30 .85 2.00 1.20 .10 90° 2.00 1.40 1.30 .85 .30 .30 .025 H= Viga .70 .30 .20 .20 .25 .15 .90 .50 .60 .55 .40 .50 .05 1.80 .60 .60 2.80 .20= E(losa) 1.20 H(viga)=1.40 1.00 5.00 2.10 8.10 4.00 1.00 4.15 6.35 1.00 5.70 1.40 1.30 .85 2.00 1.10 2.50 1.00 4.60 1.00 5.00 1.20 1.30 6.00 8.10 1.20 20.65 1.40 1.05 3.27 3.27 .40 3.27 3.27 .39 3.27 3.27 .03 .30 5.00 5.00 5.00 5.00 .30 .03 7.10 1.00 8.10 7.10 1.00 8.10 3.20 3.20 6.35 6.35 .20 .21 1.30 1.30 .22 3.40 3.60 .20 .20 5.00 4.60 1.00 1.20 1.30 1.10 3.28 6.75 3.68 4.60 1.00 1.20 1.30 1.10 3.28 6.75 3.68 45° 45° .15 .30 .15 .30 20.60 4.70 .30 .15 .25 9.75 .15 .25 20.60 9.75 .30 .30 4.70 4.70 .30 4.70 3.40 3.60 .20 .20 4.60 1.00 1.20 1.30 1.10 3.28 6.75 3.68 4.60 1.00 1.20 1.30 1.10 3.28 6.75 3.68 45° 45° .08 .10 .30 3.10 4.70 .30 .30 4.70 4.70 .30 4.70 15cm. A1 / E=1/1 5 EJE DE VIGA EJE DE LA VIA 5 EJE DE VIGA 5 <>= E(losa) 5 H(viga)=<> 5 5 5 5 TUBERIA DE DRENAJE d3" d3" 5 VISTA FRONTAL DE ESTRIBO IZQUIERDO Y DERECHO ESCALA: 1/75 5 5 5 5 5 5 5 5 5 CORTE E-E ESCALA: 1/75 CORTE F-F ESCALA: 1/75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d3" 5 5 5 5 EJE DE VIGA PRINCIPAL EJE DE VIGA PRINCIPAL PLANTA ESTRIBO IZQUIERDO Y DERECHO ESCALA: 1/75 5 5 5 5 5 E E Ø 1.5 cm @ 0.15 cm PERFORACION SISTEMA DE DRENAJE ESTRIBO IZQUIERDO Y DERECHO ESCALA: 1/75 5 90° DETALLE DE PERFORACIÒN TUBERIA DE DRENAJE \W8.84274; S/E DETALLE TUBERIA DE DRENAJE \W9.85021; S/E TUBERIA PVC d 3" TUBERIA PVC d 3" TUBERIA PVC d 3" 4 d 1" 5 5 5 5 DETALLE DE APOYO FIJO ESCALA: 1/75 PLANCHA DE NEOPRENO DE 0,50 X 0,60 e= 2 " 1 d 1/2" ESTRIBO VIGA PRINCIPAL .30 5 .025 H= Viga .70 5 DETALLE DEL APOYO MOVIL ESC 1/50 SEMI ENCOFRADO EN LOSA PLANTA ESC 1/50 d 1/2" @0.20 d 5/8" @0.20 d 3/8" @0.25 5 5 5 5 5 5 5 5 5 5 5 5 0,50 x 1.40 1.00 x 0.30 VIGA DIAFRAGMA d 5/8" @0.15 L3 EJE DE PUENTE ESC 1/50 Y VEREDAS SEMI ENCOFRADO EN LOSA V3 d 3/8" @0.20 d 1/2" @ 0.20 V4 d 5/8" @ 0.20 V2 d 3/8" @0.25 V1 L4 L1 L2 EJE DE PUENTE PRINCIPALES ARMADURA EN VIGAS ESC 1/50 P1 6 d 1" P2 5 d 1" 2 d 3/4" P4 (C/FILA) P3 3 d 1" P5 11 a0.15, r @ 0.40 a/e 1/2" 1 a 0.05, 5 a 0.10, P3 3 d 1" P5 1/2" 1 a 0.05, 5 a 0.10, 11 a0.15, r @ 0.40 A/E SEPARACION DE ACERO ESC 1/50 ARMADURA EN VIGAS DIAFRAGMA d 3/8", 1 a 0.05,2 @ 0.30, 1@0.25 c/lado D4 D2 D3 D1 7 a0.20, 10 a 0.30 r @ 0.40 a/e P5 1/2" 1 a 0.05, 5 a 0.10, 3 d 1" P3 2 d 3/4" P4 (C/FILA) 5 d 1" (C/FILA) P1 6 d 1" P2 DETALLE DE VIGA PRINCIPAL ESC 1/50 EJE ESTRIBO IZQUIERDO EJE ESTRIBO DERECHO 5 d 3/4" 2 d 1/2" 2 d 3/4" ESC 1/50 5 5 P5 5 5 5 5 5 5 5 5 5 <> cm. 5 5 5 5 SEPARADOR Ø 1" SEPARADOR Ø 1" EJE DE RIO L= 0.40 m. @ 1.00 m. L= 0.40 m. @ 1.00 m. DETALLE DE CAJUELA DE ESTRIBO ESC 1/50 1 d 5/8" @ 0.30 1 d 1/2" @ 0.20 4 d 1/2" 1 d 5/8" @ 0.25 5 5 5 5 (C/FILA) (C/FILA) f'c= 210 kg/cm2 CONCRETO CAJUELA VER DET. DE JUNTA VER DET. DE JUNTA S=2% S=2% S=2% S=2% S=2% S=2% APOYO MOVIL APOYO FIJO 1" 5 5 5 5 d 1/2" Ltotal = 3.00 ml P5 P4 d 3/4" Ltotal = 22.40 ml P3 P1 V3 d 1" Ltotal = 23.90 ml d 1" Ltotal = 24.50 ml d 3/8" Ltotal = 21.10 ml d 1/2" L= 0.73 ml V4 5 5 5 5 5 L= 1.30 ml V2 d 5/8" 5 5 D1 d 3/4" Ltotal = 4.20 ml 5 5 5 5 5 5 L3 d 5/8" Ltotal = 4.03 ml L2 d 3/8" Ltotal = 21.30 ml D3 5 d 5/8" Ltotal = 4.03 ml 5 D2 d 3/4" Ltotal = 4.20 ml 5 5 L1 5 L4 d 1/2" Ltotal = 21.60 ml d 3/8" Ltotal = 1.66 ml D4 5 d 1/2" Ltotal = 2.70 ml 5 5 5 5 5 5 5 5 P2 d 1" Ltotal = 22.90 ml 5 5 5 5 5 5 5 5 5 V1 d 3/8" Ltotal = 21.10 ml 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 P 1/2" L 5 5 5 5 5 S/E SECCION Y-Y 5 5 5 5 5 Y Y 5 Pernos d1" 5 5 5 P 3/8"(220mmx270mm) L 5 X 5 5 E70 3/16 Tubo F°G° d=4" 5 \A1;P 3/8" L Pernos d1" P 1/2" L Tubo F°G° d=4" 5 40mm 3/16 5 Pernos d=1" 5 5 E70 Tubo F°G° d=4" 5 \A1;P 3/8" L \A1;P 3/8" L Tubo F°G° d=4" X Tubo F°G° d=3" Tubo F°G° d=3" 5 5 5 5 S/E SECCION X-X 5 5 5 5 5 5 5 5 5 5 5 VIGA DIAFRAGMA Tubo PVC 3" 5 5 5 5 5 5 5 5 5 5 5 5 5 3044.96 (Vía de Rodadura) VIGA PRINCIPAL VIGA PRINCIPAL 5 5 5 5 5 5 5 VIGA DIAFRAGMA 3045.16 (Vereda) VIGA DIAFRAGMA EJE DE RIO 5 5 5 5 5 DETALLE JUNTA CON ANG. MET. \H0.4x;\lS/E P=6"X1/4" TOPE 1/4"X1/4" SOLDADO a:L d 3/8" de 0.75 m @ 0.40 ESTRIBO LOSA ANGULO MET. 3"x 3" x 1/4" Soldadura JUNTA DE 1" 30cm. 50cm X DETALLE "X" A A´ SECCIÓN A-A´ 15cm. 35cm 30cm. 5cm. 05cm. 1/8" 1" 1.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=2% S=2% S=2% S=2% 2 d 3/4" P4 5 PLANTA PUENTE ESC 1/75 LA MADERA PARA EL FALSO PUENTE SERA DEL TIPO ESTRUCTURAL DE LA ZONA LA QUE : 12 Kg/cm2 : 75,000 kg/cm2 : 110 Kg/cm2 : 28 Kg/cm2 : 650 Kg/m3 : 150 Kg/cm2 : 105 Kg/cm2 DEBERAN ESTAR LIBRE DE DEFECTOS COMO NUDOS, PERFORACIONES, ALABEOS, RAJADURAS, 3"x3" (4) 3"x3" 3"x3" 3"x3" 2"x3" (1) 2"x3" 2"x2" 2"x2" (3) ESPECIFICACIONES TECNICAS B DENSIDAD MODULO DE ELASTICIDAD ESFUERZO A CORTE ESFUERZO A FLEXION ESFUERZO A TRACCION PARALELA ESFUERZO A COMPRESION PERPENDICULAR ESFUERZO A COMPRESION PARALELA GRUPO ESTRUCTURAL ATAQUE DE HONGOS . LA MADERA A USAR SERA DE LAS CARACTERISTICAS SIGUIENTES: T2 T1 2"x3" c/0.50 m (6) 3"x3" 3"x3" 2"x2" (5) 2"x3" c/0.50 m T4 2"x1" (8) 2"x2" 2"x2" c/ 0.50 m. (7) 2"x2" c/ 0.50 m. (2) 2"x2" PIE DERECHO d 5" Ø 5" Ø 12" CABEZAL 4"x5" @0.50 SOLERA 6"x5" 5 5 5 5 5 VER DETALLE DETALLE DE ENCOFRADO EN VEREDA ESQUEMA Ø 5" Ø 5" Ø 5" Ø 12" Ø 12" SECCIÓN TRANSVERSAL FALSO PUENTE ESC 1/50 5 5 5 5 SOBRECARGA ...................................... S/C= CAMION HL-93 Los Niveles de desplante de Zapata están referidos al BM del Puente, el mismo que se encuentra ubicado en la Margen Izquierda del mismo, en un Tubo de PVC de 3" + Fierro Corrugado. El Replanteo de toda la estructura se hará tomando como puento de refrencia el BM del Puente. RECUBRIMIENTOS LIBRES NIVELES Y REPLANTEO: CONCRETO LOSA,VIGAS PRINCIPALES Y DIAFRAGMAS.............. fc= 280 Kg./cm2. PROFUNDIDAD DE DESPLANTE 1894.90 m.s.n.m. (Zapata) ACERO ........................................ fy= 4200 Kg./cm2. ESPECIFICACIONES TECNICAS CONCRETO ARMADO: TERRENO NATURAL ............................ t = 1.60 Kg./cm2 (EST. DER.); 3.00 Kg./cm2 (EST. IZQ) ESPECIFICACIONES GENERALES CONCRETO MUROS, ZAPATAS .................... fc= 175 Kg./cm2. + 30% P.G. VIGAS .................................................. 5.0 cm. A CADA LADO SOBRECARGA ...................................... S/C= CAMION HL-93 ACERO ........................................ fy= 4200 Kg./cm2. RECUBRIMIENTOS LIBRES CONCRETO ARMADO: SUPERESTRUCTURA (LOSA Y VIGAS)........... fc= 280 Kg./cm2. CONCRETO CAJUELAS (ESTRIBOS).............. fc= 210 Kg./cm2. CONCRETO ESTRIBOS,PANTALLAS,ZAPATAS ............................. fc= 175 Kg./cm2. + 30% P.G. LOSA.................................................... 3.0 cm. A CADA LADO VIGAS................................................... 5.0 cm. A CADA LADO 5 5 5 5 5 5 5 F F 5 5 5 5 5 5 5 5 5 5 5 5 5 F F VIGA DIAFRAGMA VIGA DIAFRAGMA 5 5 5 5 5 P1 6 d 1" P2 5 d 1" (C/FILA) 5 (C/FILA) 2 d 3/4" P4 2 d 3/4" P4 2 d 3/4" P4 2 d 3/4" P4 5 3044.96 (Vía de Rodadura) Nivel fondo de Zapata CFZ=3036.86 ELEVACIÓN PRINCIPAL PUENTE ESC 1/50 TUBERIA PVC-SAP d 3" Nivel fondo de Zapata CFZ=3036.86 5 Ø 12" 4"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" d5" 6"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" 4"x5" d5" 6"x5" 4"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" d5" 6"x5" 4"x5" 5 TUBERIA PVC-SAP d 3" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" 4"x5" d5" 6"x5" Ø 12" Ø 12" Ø 12" Ø 12" Ø 12" Ø 12" Ø 12" Ø 12" 5 5 Nivel de Rodadura CT=3044.96 Nivel de Rodadura CT=3044.96 5 5 5 5 3045.16 (Vereda) 3045.16 (Vereda) 3045.16 (Vereda) EJE ESTRIBO IZQUIERDO EJE ESTRIBO DERECHO Luz de Cálculo= <> m. EJE RIO KM 1+250, L=20.00 m. PUENTE 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 Nivel de Vereda CT=3045.16 5 5 5 Ø 12" 5 5 5 5 5 5 5 Nivel fondo de Zapata CFZ=3036.86 TUBERIA PVC-SAP d 3" Nivel fondo de Zapata CFZ=3036.86 TUBERIA PVC-SAP d 3" Nivel de Rodadura CT=3044.96 Nivel de Rodadura CT=3044.96 5 5 EJE ESTRIBO IZQUIERDO EJE ESTRIBO DERECHO Luz de Cálculo= <> m. KM 1+250, L=20.00 m. PUENTE 5 5 5 5 5 5 5 5 5 5 5 Material Impermeable Grava Material Impermeable Grava N.A. CEA= 3039.68 CFQ=3039.04 N.A. CAM= 3040.53 5 5 5 5 5 5 5 5 5 5 EJE RIO 5 5 5 5 5 5 5 5 PERFIL PUENTE ESC 1/75 5 5 5 5 5 5 5 5 Nivel de Vereda CT=3045.16 5 5 3045.00 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 VIGA DIAFRAGMA Tubo PVC 3" 3044.96 (Vía de Rodadura) VIGA PRINCIPAL VIGA PRINCIPAL 5 5 5 5 5 5 5 VIGA DIAFRAGMA 3045.16 (Vereda) VIGA DIAFRAGMA EJE DE RIO 5 5 5 5 5 5 5 5 S=2% S=2% S=2% S=2% VIGA DIAFRAGMA VIGA DIAFRAGMA 5 5 5 5 5 3044.96 (Vía de Rodadura) 3045.16 (Vereda) 3045.16 (Vereda) 3045.16 (Vereda) 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

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, bridge, DETAIL, details, DWG, length, meters, plant, structures