Reinforced Concrete Vault DWG Detail for AutoCAD

Reinforced Concrete Vault DWG Detail for AutoCAD

Detail in Vault H º A º

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

Wallet of ho wear inlaid with stone, Concrete, Concrete, Kgr, structural steel, Concrete type, Summary of quantities, Executed, Designed, item, Design according to aastho type structure vault of reinforced concrete concrete will have a characteristic cylindrical resistance days of type structural steel will have a minimum creep of mpa will be placed a fine granular material compacted of cm before the armature a concrete type of cm, Notes, vault, Esc., Dentellon, Esc., Curb exit, Esc., Curb entrance, Esc., vault, eaves, Esc., section, Esc., section, Esc., Entrance eaves, Front entrance, Esc., Wall, left, Esc., Wall, left, Esc., Wall, right, Esc., Wall, right, Esc., Wall, Iron sheet, Eaves, Iron sheet, Bovedas, Iron sheet, Walls, plant, Esc., profile, Esc., Exit section, Esc., Entrance section, Esc., Wall, Esc., Wall, Esc., Wall, Esc., Wall, Esc., Typical section boveda, Esc., Curb exit, Esc., Dentellon, Esc., Curb entrance, Esc., Design according to aastho type structure vault of reinforced concrete concrete will have a characteristic cylindrical resistance days of type structural steel will have a minimum creep of mpa will be placed a fine granular material compacted cm before the reinforcement a concrete type of cm tension Minimum admissible of the land will be of mpa the walls will have barbacanas of the three bolillo dimensions in meters, Notes, Kgr, structural steel, Concrete type, Summary of quantities, quantity, unity, item, Barbican with three bolillo, With granular fill forming a cube of, variable, Granular filling, Pvc pipe, Ho wear folder with, Stone inlays, Existing structure, Kgr, Concrete, Nr:, Km:, Nr:, Km:, Ct:, Dentellon height set, In field of agreement conditions found, Dentellon height set, In field of agreement conditions found, excavation, Dimension plane, Boveda, Armor plane, The mamora, Embarrassment, ravine, Designed, Executed, quantity, unity, Boveda

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	Detail
Category	Drawing with Autocad
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	arches, autocad, concrete, DETAIL, domes, DWG, reinforced, vault