Reinforced Concrete Vault DWG Full Project for AutoCAD

Reinforced Concrete Vault DWG Full Project for AutoCAD

Complete Reinforced Concrete Vault project

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

ho wear folder with stone inlays, Cyclopean concrete, Cyclopean concrete, kgr, structural steel, concrete type, summary of quantities, executed, designed, item, design according to aastho structure type arched vault of reinforced concrete the concrete will have a characteristic cylindrical resistance the days of type the structural steel will have a minimum creep of mpa a fine granular material compacted of cm will be placed before the reinforcement a concrete type of cm, notes, vault, esc, dentellon, esc, exit curb, esc, entrance curb, esc, vault, eaves, esc, section, esc, section, esc, eaves entry, eaveside, esc, Wall, left, esc, Wall, left, esc, Wall, right, esc, Wall, right, esc, Wall, iron spreadsheet, eaves, iron spreadsheet, vaults, iron spreadsheet, walls, plant, esc, profile, esc, exit section, esc, entry section, esc, Wall, esc, Wall, esc, Wall, esc, Wall, esc, typical section vault, esc, exit curb, esc, dentellon, esc, entrance curb, esc, design according to aastho structure type arched concrete box arched concrete will have a characteristic cylindrical resistance the days of type the structural steel will have a minimum yield of mpa a fine granular material compacted of cm will be placed before the reinforcement a concrete type of cm tension minimum admissible of the terrain will be of mpa the walls will have barbacanas of to the three bobbin dimensions in meters, notes, kgr, structural steel, concrete type, summary of quantities, quantity, unity, item, barbacanas al tres bolillo, with granular relllene forming a cube, variable, granular filling, pvc pipe, ho wear folder with, stone inlays, existing structure, kgr, Cyclopean concrete, nr:, km:, nr:, km:, ct:, height of dentellon define, in the field of agreement the conditions found, height of dentellon define, in the field of agreement the conditions found, excavation, dimensional plane, boveda bridge stone km, plan of armors, the mammora, emborozu, ravine, designed, executed, quantity, unity, boveda bridge stone km

Raw text data extracted from CAD file:

0 00 \A1;8.49 \A1;3.00 \A1;45.00° \A1;4.00 \A1;0.30 \A1;0.30 \A1;15.03 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.30 \A1;4.00 \A1;0.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.70 \A1;1.20 \A1;4.10 \A1;4.10 \A1;2.70 \A1;2.10 \A1;2.00 \A1;2.00 \A1;0.25 \A1;2.00 \A1;4.00 \A1;0.40 \A1;3.85 \A1;0.40 \A1;0.35 \A1;0.25 \A1;2.00 \A1;3.95 \A1;0.40 \A1;6.60 \A1;0.25 \A1;0.25 \A1;5.00 \A1;4.00 \A1;15.03 \A1;15.05 \A1;0.25 \A1;1.00 \A1;0.53 \A1;0.25 \A1;2.00 \A1;0.30 \A1;4.00 \A1;5.50 \A1;7.50 \A1;7.50 \A1;5.50 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;2.00 \A1;4.65 \A1;7.50 \A1;1.34 \A1;0.40 \A1;1.00 \A1;6.01 \A1;2.00 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.80 \A1;3.20 \A1;4.10 \A1;0.50 \A1;0.30 \A1;6.70 \A1;7.50 \A1;0.10 \A1;0.10 \A1;0.63 \A1;1.97 \A1;4.80 \A1;0.30 \A1;0.40 \A1;5.50 \A1;0.25 \A1;0.38 \A1;0.25 \A1;2.70 \A1;0.10 \A1;0.53 \A1;1.47 \A1;2.10 \A1;4.00 \A1;3.50 \A1;0.20 \A1;0.30 \A1;0.25 \A1;2.50 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.45 \A1;1.20 \A1;1.75 \A1;3.00 \A1;5.60 \A1;5.60 \A1;7.50 \A1;4.58 \A1;8.49 \A1;5.82 \A1;1.34 \A1;0.53 \A1;2.53 \A1;2.70 \A1;2.07 \A1;0.40 \A1;0.50 Carpeta de desgaste de Ho con e=5cm e incrustaciones de piedra 2.5% 2.5% 54 400 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 R=2.00 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 5 Hormigon ciclopeo de e=0.40m. 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 Hormigon ciclopeo de e=0.40m. Hormigon ciclopeo de e=0.40m. 19d10c/20 0.30 3d10c/30 0.27 4d10c/30 0.27 14d16c/15 0.15 0.27 11d16c/15 4d10c/27 14d10c/20 0.30 8d10c/30 0.26 0.30 11d10c/20 4d10c/26 0.26 3d16c/26 13d16c/20 87d12c/15 44d10c/30 87d20c/15 44d12c/30 43d12c/30 44d10c/30 33d20c/40 32d20c/40 44d10c/30 22 9 8 21 7 19 20 5 6 18 17 2 3 4 13 15 12 11 1 16 14 44d10c/30 10 19d10c/20 0.30 0.27 4d10c/30 0.27 14d16c/15 0.15 0.27 11d16c/15 0.30 8d10c/30 0.26 0.30 11d10c/20 4d10c/26 3d16c/26 87d12c/15 44d10c/30 87d20c/15 44d10c/30 9 19 20 5 6 18 17 2 15 12 16 14 0.26 28d16c/15 11d10c/30 0.20 0.10 0.30 14d20c/10 36d20c/10 9d20c/20 18d10c/30 5d10c/30 20d20c/15 11d12c/30 15d25c/20 15d25c/20 11d10c/30 0.20 0.12 7d10c/30 18d16c/15 0.30 17d16c/12 9d16c/12 9d16c/20 10d10c/30 11d10c/30 12d20c/24 13d20c/24 20d20c/15 11d10c/30 0.30 9d10c/30 4d10c/30 10d12c/15 4d12c/30 9d12c/20 20d12c/15 7d10c/30 10d12c/20 10d12c/20 7d10c/30 0.46 5d10c/30 14d12c/15 5d12c/25 17d12c/15 13d10c/30 16d12c/20 11d10c/30 10d16c/30 10d16c/30 11d10c/30 0.20 0.12 7d10c/30 18d16c/15 0.30 8d16c/12 18d16c/12 9d16c/20 14d10c/30 3d10c/30 11d10c/30 12d20c/24 13d20c/24 20d20c/15 11d10c/30 7d10c/30 16d12c/30 12d10c/30 16d12c/30 8d10c/20 45d12c/10 15d10c/30 45d12c/10 15d10c/30 4d10c/20 18d16c/15 6d10c/30 0.20 0.10 14d20c/10 50d20c/10 8d20c/20 17d10c/30 5d10c/30 20d20c/15 11d12c/30 15d25c/20 15d25c/20 11d10c/30 6d10c/30 18d16c/15 11d12c/30 4d20c/24 4d20c/24 20d20c/15 11d10c/30 8d20c/20 \A1;0.20 50d20c/10 0.30 0.30 5d10c/30 17d10c/30 10d25c/20 \A1;0.22 \A1;0.10 \A1;0.24 10d25c/20 \A1;0.12 4d20c/24 4d20c/24 50d20c/10 17d10c/30 9d16c/15 4d10c/30 6 1 2 7 3 4 5 18 13 14 19 15 16 17 30 31 32 33 34 36 16 17 15 14 19 13 18 40 45 41 42 43 44 46 8 9 10 11 12 20 21 22 23 24 38 37 39 48 49 29 28 25 27 35 47 26 1 2 6 7 3 5 2 1 6 5 15 14 8 8 4 15 14 3 12 13 11 10 10 12 11 13 12 10 4 9 16 1d10 17 1d16 11d10c/30 12 14 25 23 28 27 26 32 31 30 24d10c/20 29 24d10c/20 33 1.95 1 1.95 1.60 2 0.20 0.32 1.93 1.50 3 5 2.60 4 4.80 4.27 7 6 1.95 8 2.85 1.00 9 10 1.80 13 14 15 16 17 18 19 20 21 22 11 12 12.93 0.75 1.68 0.15 23 0.95 1.88 0.15 24 4.55 25 0.15 0.75 V V1,23=0.75,0.75,0.76,0.77 ,0.79,0.81,0.83,0.86,0.90, 0.94,0.99,1.05,1.11,1.17,1.2 5,1.34,1.44,1.55,1.68,1.84, 2.03,2.29,2.95 26 0.15 0.75 V V1,8=0.90,0.92,0.99,1.11 ,1.29,1.55,1.97,2.92 27 5.25 28 32 29 33 V1,12=2.60,2.29,1.67,1.35 1.13,0.96,0.83,0.72,0.65, 0.660,0.56,0.55 V 0.15 0.75 V V1,23=0.30,0.30,0.31,0.32 ,0.34,0.35,0.38,0.41,0.45, 0.49,0.54,0.60,0.66,0.72, 0.80,0.89,0.99,1.10,1.23, 1.39,1.58,1.84,2.50 30 0.15 0.75 V V1,8=0.45,0.47,0.54,0.66 ,0.84,1.10,1.52,2.47 31 4.00 0.40 0.40 1 0.85 3.17 0.10 2 3 5.57 0.75 4 7.42 0.75 7.40 0.30 5 6 7 8 11 2.90 10 3.55 9 3.25 12 2.60 0.30 0.30 13 0.67 1.95 0.10 14 15 3.56 0.60 16 5.42 0.60 5.40 0.60 17 25 3.43 20 19 2.90 18 22 3.96 21 27 26 28 3.25 23 29 3.60 24 2.00 0.20 0.20 30 0.58 1.44 0.10 31 32 2.76 0.48 33 3.91 0.48 3.90 0.30 34 36 2.90 35 38 3.31 37 3.25 39 1.65 0.20 0.20 40 0.49 1.17 0.10 41 42 1.76 0.36 43 2.91 0.36 2.90 0.30 44 45 46 8 11 1.90 48 2.31 47 2.25 49 V1=4.00 1 0.10 2 3 5.57 4 0.75 0.30 5 6 8 2.90 7 0.75 V20=2.60 V1=0.40 V20=0.30 V1=0.40 V20=0.30 V1=0.85 V11=0.67 V1=3.17 V11=1.95 V1=7.38 V10=6.20 V1=7.36 V11=5.52 V1=2.90 V9=0.32 9 V1=2.85 V4=0.30 10 2.90 11 6 2.90 V1=0.26 V8=2.55 12 13 V1=0.40 V5=2.33 14 3.56 15 0.60 0.60 V1=5.61 V4=6.04 16 17 3.20 0.00 0.00 m3 kgr ACERO ESTRUCTURAL HORMIGON TIPO A I-1 I-2 RESUMEN DE CANTIDADES EJECUTADA DISEÑADA D E S C R I P C I O N ITEM 1. DISEÑO SEGUN AASTHO 1997 2. ESTRUCTURA TIPO CAJON ABOVEDADO DE HORMIGON ARMADO 3. EL HORMIGON TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 21 MPa, TIPO A 4. EL ACERO ESTRUCTURAL TENDRÁ UNA FLUENCIA MÍNIMA DE 420 MPa 5. SE COLOCARÁ UN MATERIAL GRANULAR FINO COMPACTADO DE 5 cm Y ANTES DE LA ARMADURA UN HORMIGÓN TIPO E DE e=5.0 cm NOTAS BOVEDA ESC. 1:50 DENTELLON ESC. 1:50 BORDILLO SALIDA ESC. 1:50 BORDILLO ENTRADA ESC. 1:50 BOVEDA BOVEDA BOVEDA ALERO ESC. 1:50 SECCION A-A ESC. 1:50 SECCION B-B ESC. 1:50 ALERO ENTRADA ALEROENTRADA IZQUIERDA-DERECHA ESC. 1:50 MURO 7.50m IZQUIERDA ESC. 1:50 MURO 5.50m IZQUIERDA ESC. 1:50 MURO 4.0m DERECHA ESC. 1:50 MURO 5.50m DERECHA ESC. 1:50 MURO 3.00m PLANILLA DE FIERROS ALEROS PLANILLA DE FIERROS BOVEDAS PLANILLA DE FIERROS MUROS PLANTA ESC. 1:100 PERFIL ESC. 1:100 SECCION DE SALIDA ESC. 1:100 SECCION ENTRADA ESC. 1:100 MURO 3.00m ESC. 1:75 MURO 4.00m ESC. 1:75 MURO 5.50m ESC. 1:75 MURO 7.50m ESC. 1:75 SECCION TIPICA BOVEDA ESC. 1:75 BORDILLO SALIDA ESC. 1:50 DENTELLON ESC. 1:50 BORDILLO ENTRADA ESC. 1:50 5 1. DISEÑO SEGUN AASTHO 1997 2. ESTRUCTURA TIPO CAJON ABOVEDADO DE HORMIGON ARMADO 3. EL HORMIGON TENDRA UNA RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS DE 21 MPa, TIPO A 4. EL ACERO ESTRUCTURAL TENDRÁ UNA FLUENCIA MÍNIMA DE 420 MPa 5. SE COLOCARÁ UN MATERIAL GRANULAR FINO COMPACTADO DE 5 cm Y ANTES DE LA ARMADURA UN HORMIGÓN TIPO E DE e=5.0 cm 8. LA TENSION MINIMA ADMISIBLE DEL TERRENO SERA DE 0.33 MPa 7. LOS MUROS TENDRAN BARBACANAS DE D=4" C/2.50 AL TRES BOLILLO 8. DIMENSIONES EN METROS NOTAS 13365.84 197.44 m3 kgr ACERO ESTRUCTURAL HORMIGON TIPO A I-1 I-3 RESUMEN DE CANTIDADES CANTIDAD UNIDAD D E S C R I P C I O N ITEM BARBACANAS C/2.50m AL TRES BOLILLO CON RELLLENO GRANULAR FORMANDO UN CUBO DE 0.50m 5 5 5% VARIABLE VARIABLE 3.12 m3 RELLENO GRANULAR I-4 22.50 ml TUBERIA PVC D=4" I-6 Carpeta de desgaste de Ho con e=5cm e incrustaciones de piedra ESTRUCTURA EXISTENTE (A DEMOLER) 11.51 kgr HORMIGON CICLOPEO I-5 NR: 1003.391 KM: 54+400 NR: 1003.391 KM: 54+400 CT: 995.487 CT: 994.735 CT: 995.487 CT: 994.192 CT: 996.192 CT: 997.692 CT: 998.692 CT: 994.192 CT: 996.192 ALTURA DE DENTELLON A DEFINIR EN CAMPO DE ACUERDO A LAS CONDICIONES ENCONTRADAS ALTURA DE DENTELLON A DEFINIR EN CAMPO DE ACUERDO A LAS CONDICIONES ENCONTRADAS 760.04 m3 EXCAVACION I-2 PLANO DE DIMENSIONES BOVEDA PUENTE PIEDRA No2 KM 54+400 PLANO DE ARMADURAS LA MAMORA EMBOROZU QUEBRADA DISEÑADA EJECUTADA 0.000 0.000 0.000 0.000 0.000 0.000 CANTIDAD UNIDAD 13365.84 192.80 BOVEDA PUENTE PIEDRA No2 KM 54+400

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, complete, concrete, DWG, formwork, full, Project, reinforced, reinforced concrete, schalung, stahlbeton, vault