Bridge – Constructive Details DWG Detail for AutoCAD

Bridge – Constructive Details DWG Detail for AutoCAD

Constructive Details of bridge

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

r. orellana, name, modif., date, lavalle, med. in, scale:, plant, emission, review, draw, corresponding label, to s.a. san miguel, g. mendoza, lavalle, mts., detail stirrup – reinforcement, river, axle bridge, longitudinal cut, approach, embankment, joint, profiling, embankment, access, wear folder, compression layer, wear folder, beam header, cut aa, wing walls, section transv. footboard detail, neoprene support, anti-earthquake top, footboard view, footboard and geometry detail, on both sides, step, detail of footboard – armature, variable, wing-floor wall, wing-section wall, wall detail wing, wing-foundation wall, wing wall – armor

Raw text data extracted from CAD file:

1 Ø8 c/20 cm 4 ESTRIBOS \A1;3.20 R. Orellana Nombre Modif. Fecha Lavalle mm Med. en ESCALA: 1:1 PLANTA Emision Revisa 08/05/99 Dibuja Fecha 08/05/99 E/.... ROTULO CORRESPONDIENTE a S.A. San Miguel 11/15/99 4 10/10/99 10/05/99 08/05/99 1 2 3 Plano N° 10 G. Mendoza LAVALLE Mts. S/E 05/07/00 F/F.D./Puente/Puente Nº1-4 PUENTE Nº1-4 DETALLE ESTRIBO - ARMADURA F-03 \A1;3.00 Rio Eje Puente 5 ~1:10 \A1; \A1; ~1:5 ~1:5 ~1:10 ~1:5 ~1:5 ~4:50 3.00 Ø0.90-100m PLANTA CORTE LONGITUDINAL aproximación Terraplen de Terraplen de aproximación 3.00 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.00 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.30 \A1;0.55 \A1;0.55 \A1;0.20 \A1;0.20 \A1;3.70 \A1;4.10 \A1;0.50 \A1;0.70 \A1;1.20 \A1;0.45 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.30 \A1;Ø0.90-1.00 \A1;Ø0.90-1.00 \A1;2.80 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.20 \A1;3.70 \A1;0.20 \A1;0.50-0.60 \A1;1.40 \A1;1.40 \A1;0.60 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.70 \A1;0.50 \A1;1.90 \A1;0.70 \A1;0.50 \A1;1.90 \A1;Ø0.90-1.00 \A1;1.40 \A1;0.50-0.60 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.07 \A1;0.10 \A1;0.64 \A1;0.45 \A1;1.20 \A1;0.35 \A1;0.50 \A1;0.10 \A1;0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø0.90-1.00 Ø0.90-1.00 5 5 CTN=±0.00 e=0.07m in situ (e=0.10m) 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 -1.30 0.50-0.60 CTN=-7.50 1.40 1.40 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 Junta Junta 0.0 0.0 0.0 CF=-7.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +1.07 -0.50 Perfilado +1.57 Terraplen de acceso Carpeta de Desgaste Capa de compresión Viga 40x40 Carpeta de desgaste Capa de compresión -0.50 VIGA CABECERA CORTE A-A MUROS DE ALAS 5 5 ±0.00 SECCION TRANSV. DETALLE DE ESTRIBO \A1;0.45 \A1;1.20 \A1;0.20 \A1;0.50 \A1;0.55 \A1;Ø=0.90-1.00 \A1;0.45 \A1;1.20 \A1;0.34 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.20 \A1;3.70 \A1;0.55 \A1;Ø=0.90-1.00 \A1;0.50 \A1;0.35 \A1;Ø=0.90-1.00 \A1;0.25 \A1;0.40 \A1;0.17 \A1;0.05 \A1;0.64 \A1;0.07 \A1;0.05 \A1;2.80 5 5 5 5 5 Ø=0.90-1.00 5 5 5 5 5 5 5 5 5 Ø=0.90-1.00 5 5 Ø=0.90-1.00 5 5 5 5 Viga 40x40 Apoyo de Neopreno 100x200x21 (2 Neopreno e=10mm 1 chapa de acero e=1mm) Tope Antisismico 200x200x21 (2 Neopreno e=10mm 1 chapa de acero e=1mm) 5 5 5 1 1 1 chapa de acero e=1mm) (2 Neopreno e=10mm 100x200x21 Apoyo de Neopreno 5 CORTE 1-1 VISTA ESTRIBO DETALLE DE ESTRIBO Y GEOMETRIA 2 Ø8 c/20cm en ambas caras 1 Ø8 c/25cm en ambas caras 8 2Ø10 5 5Ø12 Ø8 c/15cm 4 Estribos Ø8 c/15cm 3 Ø10 3 Ø10 3 Ø10 3 Ø10 3 Ø10 9 3Ø20 6 6Ø16 9 2Ø20 9 2Ø20 9 3Ø20 7 Estribos en 4 Ramas en ambas caras 1 Ø8 c/25cm en ambas caras 2 Ø8 c/20cm 9 3Ø20 9 2Ø20 9 3Ø20 9 2Ø20 10 + 11 Estribos 10 + 11 Estribos 12 Ø12 (20 barras) 13 Zuncho Ø8 c/15cm 13 Zuncho Ø8 c/15cm de paso de paso 12 Ø12 (20 barras) 1 1 1 Ø8 c/20cm 2 Ø8 c/25cm 5 Ø12 3 Ø10 8 Ø c/15cm 4 Estribo 8 Ø 10 8 Ø 10 6 Ø 16 7 Estribo Ø8 c/15cm (4 Ramas) 9 3Ø20 9 4Ø20 11 Estribos dobles Ø8 c/15cm 10 Estribos dobles 1 Ø8 c/20cm 2 Ø8 c/25cm SECCION 1-1 DETALLE DE ESTRIBO - ARMADURA \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.20 \A1;0.10 \A1;0.50 \A1;1.90 \A1;0.50 \A1;0.25 \A1;2.10 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.25 \A1;0.05 \A1;2.10 \A1;0.20 \A1; L Variable \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L Variable 5 MURO DE ALA-PLANTA MURO DE ALA-SECCION DETALLE MURO DE ALA \A1;0.20 5 1 o 2 Ø8 c/15cm en ambas caras en ambas caras 3 o 4 Ø8 c/20cm en ambas caras 1 Ø8 c/15cm en ambas caras 4 Ø6 c/20cm en ambas caras 3 Ø6 c/20cm 7 Ø8 c/20cm 7 Ø8 c/20cm 5 o 6 Ø10 c/15cm 5 o 6 Ø10 c/15cm 8 2 Ø8 2 Ø8 c/15cm en ambas caras 2 Ø8 c/15cm en ambas caras en ambas caras 1 Ø8 c/15cm 7 Ø8 c/20cm 5 Ø10 c/15cm 6 Ø10 c/15cm MURO DE ALA-FUNDACION MURO DE ALA-SECCION 1-1 MURO DE ALA - ARMADURA

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, constructive, DETAIL, details, DWG