Concrete Slab Bridge Beams DWG Detail for AutoCAD

Concrete Slab Bridge Beams DWG Detail for AutoCAD

Concrete bridge reinforced in beams and slab. Light 10 meters. Supporting detail to temper; designed according to Colombian norm.

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

transversal section, board reinforcement, dimensions, half support diaphragm, in c, detail of the reinforcement, in supports, support diaphragm, see detail of neoprene, board, reinforcement, supports, see detail, board, joint, expansion, brace, neoprene, locationplant, neoprene supports, nut, plate, pavement, c supports, seismic connector, support bracket, poor concrete, access slab, back foot stirrup, reinforcement, connector, bb section, galvanized post, washer, threaded with nut, section aa, railing, detail of joint in tubes, typical, detail mensula, expansion joint, plant, detail dilatation board, for installation, note, see specifications, manufacturer, measures in millimeters, measures in millimeters, plate , pedestal, bracket, beam, joint detail, earring, mortar, high strength type m, cassette, bolt, anchor

Raw text data extracted from CAD file:

\A1;.83 \A1;.40 \A1;.95 \A1;.30 \A1;7.60 \A1;.18 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.48 \A1;.25 \A1;.30 \A1;.83 \A1;.50 \A1;.62 \A1;.62 \A1;1.95 \A1;.62 \A1;1.95 \A1;.62 \A1;.62 \A1;1.95 \A1;.62 \A1;.58 \A1;.83 \A1;.40 \A1;.95 \A1;.30 \A1;7.60 \A1;.80 \A1;.18 \A1;7.15 \A1;8.90 \A1;1.00 \A1;2.30 \A1;2.30 \A1;2.30 \A1;1.00 \A1;8.90 \A1;1.00 \A1;2.30 \A1;2.30 \A1;1.00 \A1;.03 \A1;.30 \A1;.18 \A1;0.80 \A1;0.62 \A1;.08 \A1;.25 \A1;8.90 \A1;1.00 \A1;2.30 \A1;2.30 \A1;2.30 \A1;1.00 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1; \A1; \A1; \A1;.37 \A1; \A1;.37 \A1;.37 \A1; \A1;.37 \A1;.37 \A1; \A1;.37 \A1; \A1; \A1; \A1;.48 \A1;.25 \A1;.30 \A1;.83 \A1;.50 \A1;.62 \A1;.62 \A1;1.95 \A1;.62 \A1;1.95 \A1;.62 \A1;.62 \A1;1.95 \A1;.62 \A1;.58 \A1;.25 \A1;.35 \A1;.60 \A1;.25 \A1;.35 \A1;.60 \A1;.32 \A1;.40 \A1;.32 \A1;.40 \A1;.32 \A1;.40 \A1;.32 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;3.00 \A1;4.20 \A1;4.20 \A1;3.00 5 5 5 5 5 5 V1 V2 V3 V4 V1 V2 V3 V4 5 5 5 5 5 5 5 5 5 5 5 5 d1/2"c.40 d5/8"c.17 d1/2"c.40 .37 d1/2"c.15 .37 .37 d5/8"c.18 .37 .37 d1/2"c.15 .37 d1/2"c.40 d5/8"c.20 d3/8"c.15 d3/8"c.10 d3/8"c.20 d3/8"c.20 3d3/8" d1/2"c.30 d1/2"c.40 d1/2"c.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 (22)63d5/8" L=8.80 (23)54d5/8" L=7.93 .16 .39 .22 .41 .12 S E C C I O N T R A N S V E R S A L REFUERZO TABLERO ESCALA 1:25 V1 V2 V3 V4 V1 V2 V3 V4 5 D I M E N S I O N E S MEDIO DIAFRAGMA DE APOYO ESCALA 1:25 SON 2 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 (26)78d1/2"L=1.42 c.15 V1 V2 V3 V4 V1 V2 V3 V4 D I M E N S I O N E S MEDIO DIAFRAGMA DE APOYO ESCALA 1:25 SON 2 5 .20 .20 7.15 (19)4d½" L=7.55 .25 .25 7.15 (20)3d5/8" L=7.65 3d5/8" L=7.65 2d1/2" L=7.55 2d1/2" L=7.55 5 5 5 5 5 5 5 5 5 5 5 EN C ESCALA 1:10 DETALLE DEL REFUERZO L .075 .07 .07 EN APOYOS ESCALA 1:10 DETALLE DEL REFUERZO DIAFRAGMA DE APOYO ESCALA 1:25 VER DETALLE DE NEOPRENO 5 5 TABLERO REFUERZO 5 0.80 0.62 FLd1/2" c.40 APOYOS 5 5 (21)19d1/2" L=2.04 0.72 .175 .175 .125 3d5/8" 4d1/2" VER DETALLE DE JUNTA .35 .075 .05 .07 .105 .105 .07 4-G1 4-G2 4-G3 .05 4-G1 4-G2 .35 .105 .105 V1 V2 V3 V4 JUNTA DE DILATACION RIOSTRA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NEOPRENO 5 5 5 5 NEOPRENO L O C A L I Z A C I O N E N P L A N T A APOYOS DE NEOPRENO ESCALA 1:25 1d1" L=1.15 TUERCA PLATINA 12X12X1 1/4" TUBO PVC 2" L=.90 TUBO PVC 3" L=.90 PLATINA 12X12X1" NEOPRENO 1"X.12X.12 VER DETALLE JUNTA T-50 PAVIMENTO e=.05 C APOYOS L .05 CONECTOR SISMICO ESCALA 1:10 .25 .30 .30 .15 .25 .30 .30 .35 MENSULA DE APOYO CONCRETO POBRE e=0.05 SECCION 5-5 D I M E N S I O N E S .125 .43 .32 .22 .38 (33)60 d1/2" L=1.60 LOSA DE ACCESO ESPALDAR ESTRIBO 3.10 .25 .15 .40 .30 .10 ESCALA 1:10 SECCION 5-5 R E F U E R Z O LOSA DE ACCESO ESCALA 1:10 3d5/8" 3d5/8" FLd1/2"c.15 d1/2"c.30 d5/8"c.15 d1/2"c.30 (34)21 d1/2"c.25 (31)30 d1/2" L=3.40 3.00 .20 .20 (32)60 d5/8" L=3.50 3.00 .25 .25 CONECTOR d1/2" L=0.70 .20 .50 (35)60d1/2" L=0.70 SOLDADURA E 7018 3/16" PLATINA d1/4" .20 .20 ESCALA 1:5 SECCION B-B .95 .32 .32 .22 .04 .90 TUBO GALVANIZADO d2" TUBO GALVANIZADO d3" ABRAZADERA SOLDADA 1/8" POSTE GALVANIZADO c/2.00 .20 .40 .05 e=2.5 mm. e=2.5 mm. .07x.07x1/4" CON HUECO d1" ARANDELA ROSCADOS CON TUERCA 2d1" L=1.20 .25 .18 ROSCADOS CON TUERCA 2d1"L=1.25 .25 SECCION A-A ESCALA 1:10 BARANDA 1/8" DETALLE DE JUNTA EN TUBOS TIPICO .20 .05 .15 ESCALA 1:5 B. B. R E F U E R Z O DETALLE MENSULA ESCALA 1:10 .51 .59 .24 .46 .10 (34)77FLd1/2" L=2.00 (39) 6d1/2"c.15l= 11.80 3d5/8"c.15 FLd1/2"c.15 JUNTA DE DILATACION ESCALA 1:10 ESCALA 1:10 PLANTA 121 350 350 350 350 350 129 2000 DETALLE JUNTA DE DILATACION PARA LA INSTALACION NOTA VER ESPECIFICACIONES DEL FABRICANTE. MEDIDAS EN MILIMETROS. MEDIDAS EN MILIMETROS .05 .45 PAVIMENTO DE JUNTA VER DETALLE PLACA .035 .30 .30 .27 .30 .085 .25 PEDESTAL MENSULA VIGA L=10.00m .85 .05 DE DILATACION TX-50 ESCALA 1:5 DETALLE DE JUNTA .06 .071 .071 PENDIENTE 0.033 0.085 0.018 0.018 0.033 0.085 MORTERO DE ALTA RESISTENCIA TIPO M f'c=175 Kg/cm2 CAJETIN DE JUNTA PERNO DE ANCLAJE TABLERO .11 .45 .42 .18 .12 .15 .31 .33 .15 .94 .15 .15 (28) 59 d3/8"L=1.24c.20 .15 .15 .86 (27) 117d3/8"L=1.16 c.10 (29) 40 d1/2"L=1.18c.30 (30) 40 d1/2"L=1.40c.30 5 5 5 5 2.86 (40)50#4c/0.15 L=3.16 .15 .15 4.10 (41)24#4c/0.25 L=4.40 .15 .15 ALETAS (SON CUATRO) ESCALA 1:25

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, beams, bridge, concrete, DETAIL, DWG, light, meters, reinforced, slab, supporting