Bridge Project DWG Full Project for AutoCAD

Bridge Project DWG Full Project for AutoCAD

Plane carrozable bridge 13 meters in length

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

stuffed with mat., selected, filled with mat. own, right support axis, left support axis, elevation, plane: longitudinal profile, plane: ground, description, long. u., long. total, technical specifications, coatings:, overlapping lengths, minimum time of stripping, slab reinforcement, lower layer, axis of symmetry, placing reinforcement, main reinforcement in shoes, upper layer, main reinforcement in wings, neoprene device, device support, for anchoring only, in fixed support, technoport, expansion joint, support axis, neoprene, support bracket detail, drainage pipe, pvc drainage pipe, aa cut, general footboard, front elevation, grade, flooring, pipe pvc, drainage, additional layer of concrete, see detail, post, formwork cross section, anchor railing, detail post, detail typical rails, npt sidewalk, sidewalks, slab, symmetry, central axis, distribution reinforcement crockery and paths, layer d, layer c, layer b, layer a, detail main beam, beam diaphragm, cut b – b, main beam, steel distribution, main beam cuts, bearing capacity of the ground, surfaces in contact with the ground, stirrups and wings, in others cases, demoulding time, bottom of bracket, lateral surfaces, metered steel, cut b-b, cut c-c

Raw text data extracted from CAD file:

5.00 2.01 .40 4.57 .65 6.90 4.57 .65 .35 .68 .05 .20 .40 .35 .50 4.00 .50 .68 .05 .20 PI-117 0+000 0+000 0+020 0+040 RELLENO CON MAT. SELECCIONADO Nivel de Aguas Minimas 1865.36 Nivel de Aguas Max. Extraord. 1866.48 RELLENO CON MAT. SELECCIONADO RELLENO CON MAT. PROPIO + 50% P.G 1 3 1 3 C L L = 13.00 m COTA RASANTE : 1870.26 EJE DE APOYO DERECHO COTA RASANTE : 1870.26 EJE DE APOYO IZQUIERDO 1863.41 1864.06 ELEVACION C.T = 1867.07 C.R= 1869.98 C.T =1866.95 5 C.R =1870.31 5 5 5 5 5 5 5 5 5 1863.08 1863.73 5 1863 1862 1867 1866 1865 1864 1868 1869 1870 1861 1860 4+420.00 5 5 5 5 5 5 5 5 5 0+055 ESCALA 1/100 PLOTEAR PLANO EN FORMATO A1 PLANO: PERFIL LONGITUDINAL ESC: 1/100 PLANO: PLANTA ESC: 1/100 \A1;30° \A1;5.00 \A1;5.55 \A1;.65 \A1;1.20 \A1;1.30 \A1;1.50 \A1;2.20 \A1;.50 \A1;5.00 \A1;0.65 \A1;.15 \A1;0.20 \A1;0.05 \A1;0.68 \A1;0.30 \A1;0.40 \A1;0.53 \A1;0.33 \A1;0.20 \A1;0.20 \A1;.15 \A1;.80 \A1;.55 \A1;1.85 \A1;3.20 \A1;.55 \A1;5.00 \A1;.15 \A1;1.50 \A1;.65 \A1;2.00 \A1;4.15 \A1;.15 \A1;4.00 \A1;1.65 \A1;.65 \A1;.65 \A1;.25 \A1;.93 \A1;.40 \A1;4.57 \A1;6.85 \A1;1.70 \A1;2.50 \A1;.30 \A1;5.30 \A1;.15 \A1;3.55 \A1;.65 \A1;6.25 \A1;6.80 \A1;5.25 \A1;5.00 \A1;5.20 \A1;5.20 \A1;5.25 \A1;5.00 \A1;5.90 \A1;.15 \A1;.80 \A1;.55 \A1;1.85 \A1;5.90 \A1;3.20 \A1;5.00 \A1;1.30 \A1;.55 \A1;6.85 \A1;.50 \A1;5.00 \A1;.50 \A1;6.00 \A1;.25 \A1;5.10 \A1;.15 \A1;.55 \A1;.05 \A1;3.60 \A1;.05 \A1;.55 \A1;.15 \A1;.55 \A1;.40 \A1;.20 \A1;.35 \A1;.20 \A1;1.70 \A1;.20 \A1;.35 \A1;.20 \A1;.40 \A1;.55 \A1;1.00 \A1;.05 \A1;.30 \A1;.20 \A1;.50 \A1;.90 \A1;.25 \A1;.50 \A1;.20 \A1;.20 \A1;2.05 \A1;.10 \A1;.20 \A1;.15 \A1;.15 \A1;.90 \A1;.11 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.15 \A1;2.45 \A1;.15 \A1;2.60 \A1;.08 \A1;.30 \A1;.30 \A1;.22 \A1;.10 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.13 \A1;.55 \A1;.15 \A1;.05 \A1;.20 \A1;.20 \A1;2.80 \A1;.20 \A1;.25 \A1;.70 \A1;5.10 \A1;.20 \A1;.20 \A1;.20 \A1;5.90 \A1;.20 \A1;.30 \A1;6.50 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;3.50 \A1;6.80 \A1;0.90 \A1;3.50 \A1;1.19 \A1;.16 \A1;1.20 \A1;.16 \A1;1.19 \A1;.16 \A1;.10 \A1;.25 \A1;.40 \A1;.60 \A1;.66 \A1;.30 \A1;3.95 \A1;.23 \A1;.20 \A1;.20 \A1;.50 \A1;2.80 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;.30 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.70 \A1;.40 \A1;5.0 \A1;1.5 \A1;5.5 \A1;5.5 \A1;5.5 \A1;5.5 \A1;1.5 \A1;5 \A1;35.00 \A1;.35 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;.15 \A1;.15 \A1;.90 \A1;.65 \A1;1.70 \A1;2.00 ESCALA 1 : 30 DESCRIP. S1 S2 S3 S4 S5 S6 S7 S8 S9 S11 S12 S13 S14 S15 S16 S17 S18 S19 S20 S21 S22 S23 S24 d LONG. U. N° LONG. TOTAL 5/8" 5/8" 3/8" 1/2" 3/8" 5/8" 5/8" 5/8" 5/8" 3/8" 3/8" 3/8" 3/8" 3/8" 1/4" 1" 1" 1" 1" 1" 1" 1" 1" 4.35 4.15 4.15 6.85 6.85 106 106 106 28 40 461.10 439.90 439.90 191.80 274.00 124.20 92 1.35 78.20 92 0.85 219.20 32 6.85 164.40 24 6.85 68.40 24 2.85 46.20 84 0.55 57.20 4 14.30 7.00 4 28.00 14.30 10 143.00 14.20 10 142.00 11.00 4 44.00 9.00 6 54.00 7.00 10 70.00 2.40 100 240.00 14.30 12 171.20 3.30 18 59.40 3.30 12 39.60 1.90 24 45.60 ESPECIFICACIONES TECNICAS CONCRETO f'c=280Kg/cm2 dmax=1/2 pulg. ACERO fy=4,200 Kg/cm2 RECUBRIMIENTOS: VIGAS = 4cm LONGITUDES DE TRASLAPES d3/8" =0.30m d1/2" =0.30m d5/8" =0.50m d1" =1.30m CONTRAFLECHA =7cm TIEMPO MINIMO DE DESENCOFRADO =21DIAS ARMADURA DE LOSA 5 16Ø3/4"@0.30 CAPA INFERIOR T1 12Ø3/4"@0.30 CAPA INFERIOR T13 T CAPA INFERIOR 7Ø5/8"@0.30 20 19 19Ø5/8"@0.30 CAPA INFERIOR T CAPA INFERIOR 14Ø3/4"@0.30 T 5 T 6 21 Ø5/8"@0.25 5 EJE DE SIMETRIA C L COLOCAR REFUERZO REFUERZO PRINCIPAL EN ZAPATAS ESCALA 1 : 50 26Ø5/8"@0.30 CAPA SUPERIOR T CAPA SUPERIOR 26Ø3/4"@0.30 8 4 T ESCALA 1 : 50 REFUERZO PRINCIPAL EN ALAS 6Ø3/4"@0.30 21 T T 20 7Ø5/8"@0.30 5 5 5 5 5 5 T 13 12Ø3/4"@0.30 19d3/4"@0.30 11Ø5/8"@0.30 18Ø5/8"@0.30 14 T T 15 16 T 7Ø1/2"@0.30 22 T 5 5 0.35 0.20 3 cm DUREZA SHORE "A" DISPOSITIVO DE NEOPRENO DISPOSITIVO DE APOYO 2 ORIFICIOS Ø 3/4" PARA ANCLAJE SOLO EN APOYO FIJO TECNOPORT JUNTA DE DILATACION e=5cm 2Ø1/2" T 26 Ø3/8"@0.15 27 T L C EJE DE APOYO 0.65 5 5 5 0.68 5 5 NEOPRENO DISPOSITIVO DE APOYO Ø5/8"@0.13 3Ø3/8"@0.20 24 T 5 0.33 T 23 T 25 11Ø3/8" e = 4cm 0.20 0.20 DETALLE MENSULA DE APOYO 5 18 T Ø1/2"@0.25 Ø3/8"@0.30 T 17 Ø1/2"@0.30 22 T T 15 Ø5/8"@0.30 Ø5/8"@0.30 20 T TUBO DRENAJE Ø 2 1/2" Ø3/4"@0.30 T 8 Ø1/2"@0.20 7 T T 19 Ø5/8"@0.30 5 5 5 5 20 T Ø3/4"@0.30 21 T T 4 Ø5/8"@0.30 5 5 Ø5/8"@0.30 4 T T 19 5 5 5 5 T 7 Ø1/2"@0.20 8 T Ø3/4"@0.30 Ø 2 1/2" TUBO DRENAJE T 14 Ø3/4"@0.30 Ø5/8"@0.30 15 T T 16 Ø5/8"@0.30 17 T Ø3/8"@0.30 Ø1/2"@0.25 T 18 5 Ø3/4"@0.30 13 T Ø5/8"@0.30 T 8 5 9 T Ø1/2"@0.25 Ø3/8"@0.30 T 10 T 1 TUBO DRENAJE PVC Ø2 1/2" Ø1/2"@0.20 7 T 5 5 5 T 4 Ø5/8"@0.30 CORTE A-A ESCALA 1 : 50 T 1 .65 5 .93 5 5 Ø3/4"@0.30 5 T T 6 Ø5/8"@0.25 6.85 Ø1"@0.30 2 T 5 5 Ø3/4"@0.30 Ø3/4"@0.30 5 Ø1/2"@0.20 11 T Ø3/8"@0.20 T 12 Ø5/8"@0.30 3 T 5 5 5 5 5 5 5.25 5.00 5.20 5.20 5.00 5 5.90 5 5 5 5 5.90 5 PANTA GENERAL DE ESTRIBO ESCALA 1 : 50 A A B B C C ELEVACION FRONTAL ESCALA 1 : 50 5 5 5 5 5 5.00 5 6.00 L C 5 NIV. + 2264.46 RASANTE NIV. + 2257.61 NIV. + 2257.76 0.15 SOLADO CONCRETO 1:8 TUBO PVC d2 1/2"@3.0m DRENAJE CAPA ADICIONAL DE CONCRETO e=2.5 cm PARA RODADURA 5 5 C L 5 5 5 5 5 5 5 5 5 .05 <> 5 5 5 5 5 5 5 5 5 5 5 .15 5 .05 5 .05 5 .15 5 1Ø5/8"@0.13 S1 S3 1d5/8"@0.22 S5 1Ø5/8"@0.22 S5 1Ø5/8"@0.26 S3 S4 S2 S4 1Ø3/8"@0.30 1Ø5/8"@0.26 1Ø5/8"@0.13 S1 S2 1d5/8"@0.30 S6 4Ø3/8" S8 1Ø3/8"@0.30 S7 3Ø3/8" S9 RECUBRIMIENTOS 2 cm. VER DETALLE POSTE ARMADURA DE LOSA ENCOFRADO SECCION TRANSVERSAL Ø1/4" 4Ø3/8" RECUBRIMIENTO 2.5 cm S12 S11 5 5 ESCALA 1 : 5 ANCLAJE BARANDA 7 Ø 1/4",1@0.05,Rto@0.15 S11 S12 5 5 5 5 5 5 5 5 DETALLE POSTE ESCALA 1 : 20 ESCALA 1 : 20 DETALLE TIPICO BARANDAS NPT Vereda 5 2.45 5 2.60 5 5 5 5 5 Ø 2" F°G° F°G° F°G° Ø 2" Ø 2" S5 1Ø5/8"@0.22 1Ø3/8"@0.33 S4 4d3/8" S8 3Ø3/8" S9 CAPA SUPERIOR VEREDAS VEREDAS CAPA INFERIOR 1Ø3/8"@0.30 S7 1d5/8"@0.30 S6 1Ø5/8"@0.26 S1 1Ø5/8"@0.26 S3 LOSA CAPA INFERIOR CAPA SUPERIOR 1Ø5/8"@0.26 LOSA S1 1Ø5/8"@0.26 S2 .13 .13 .13 .13 .13 .13 L C DE SIMETRIA EJE CENTRAL EJE DE APOYO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1 : 40 DISTRIBUCION REFUERZO LOZA Y VEREDAS 7 d3/8"@0.20 S19 2Ø1" S14 4 Ø5/8"@0.25 7 Ø1/2"@0.30 Rto. Ø3/8"@0.35 2 1 3 4 4 3 2 1 2Ø1" S13 S18 S17 S16 S15 CAPA D CAPA C CAPA B CAPA A EJE CENTRAL C L DE SIMETRIA EJE DE APOYO 5 5 5 5 3.50 6.80 0.90 3.50 2Ø1" 3Ø1" 5Ø1" DETALLE VIGA PRINCIPAL ESCALA H=1:40 V=1:20 5Ø1" 5Ø1" S1 S2 S7 S6 S3 5 5 5 5 5 5 5 5 5 5 5 5 3.95 5 d5/8"@0.30 d5/8"@0.26 d5/8"@0.26 d3/8"@0.30 S22 3Ø1" S22 3Ø1" S24 8 Ø3/8"@0.30 B B 5 5 5 5 5 5 5 5 5 ESCALA 1 : 40 VIGA DIAFRAGMA CORTE B - B ESCALA 1 : 20 ESCALA 1 : 5 GANCHO TIPICO d 1" S22 S24 S23 3Ø1" S22 4Ø1/2" 3Ø1" 5 5 5 5 5 5 5 5 R = 10 cm 5 VIGA PRINCIPAL 5.0 1.5 5.5 5.5 5.5 5.5 1.5 5 35.00 DISTRIBUCION ACERO ESCALA 1 : 5 S20 2 Ø 1" S13 S16 5Ø1" S15 5d1" S20 S20 5 5 5 5 5 5 5 5 S14 S21 6Ø5/8" S17 2Ø1" S18 3Ø1" S19 5 S20 3Ø1" 2Ø1" CORTES VIGA PRINCIPAL ESCALA 1 : 20 SECCION 1 - 1 SECCION 2 - 2 SECCION 3 - 3 SECCION 4 - 4 q a = 3.60 Kg/cm2 CAPACIDAD PORTANTE DEL SUELO d3/4" = 0.80m d5/8" = 0.50m d1/2" = 0.30m d3/8" = 0.30m LONGITUDES DE TRASLAPES SUPERFICIES EN CONTACTO CON EL SUELO RECUBRIMIENTOS: ACERO fy=4,200 Kg/cm2 CONCRETO SIMPLE 1:8 ESPECIFICACIONES TECNICAS SOLADO CONCRETO f'c = 175 Kg/cm2, dmax.=3/4" ESTRIBOS Y ALAS 7.5 cm 4.0 cm EN OTROS CASOS TIEMPO DE DESENCOFRADO FONDO DE MENSULA SUPERFICIES LATERALES 14 DIAS 3 DIAS L C ESPECIFICACIONES TECNICAS CONCRETO f'c=280Kg/Cm2 ACERO fy=4,200 Kg/Cm2 LOZA Y VEREDAS= 2.5cm POSTES= 2.5cm RECUBRIMIENTOS: METRADO ACERO CORTE B-B ESCALA 1 : 50 CORTE C-C ESCALA 1 : 50 5 5 2 ANCLAJES Ø 1/2" EN APOYO FIJO ESCALA 1 : 20 5 d1" = 1.30m PLOTEAR EN ESC: 1:1 A1 PLOTEAR EN ESC: 1:1 A1 PLOTEAR EN ESC: 1:1 A2

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Moulding, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, bridge, DWG, full, length, meters, plane, Project