Chlorine Contact Tank DWG Detail for AutoCAD

Chlorine Contact Tank DWG Detail for AutoCAD

Structural details

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

kind, diameter, separation, figure, length, quantity, weight, Iron box, total, Specifications: f’c mpa days for solar f’c mpa days for wall. F and mpa all diameters. Structural filler: np granular material compacted to the modified proctor test. Permissible ground clearance, Quantities of work: leveling flooring cleaning shoe wall stile wall reinforcement steel kilos structural fillings other fillings, column, grade, Specifications: f’c mpa days for solar f’c mpa days for wall. F and mpa all diameters. Structural filler: np granular material compacted to the modified proctor test. Permissible ground clearance, Quantities of work: leveling flooring cleaning slab foundation walls reinforcement steel kilos, Plant dimensions reinforcements tank walls esc:, Plant dimensions bottom reinforcement bottom plate tank esc:, Plant dimensions reinforcement top plate tank bottom esc:, Cut, kind, diameter, separation, figure, length, quantity, weight, Iron box, total

Raw text data extracted from CAD file:

\A1;\S1#2;" 0.185 TIPO DIAMETRO (pulg) Separacion (mts) Figura Longitud (mts) Cantidad Peso (kilos) A1 A2 A3 A4 A5 A6 A7 \A1;\S1#2;" 0.20 4.18 4.18 6.00 3.18 3.38 4.00 1.10 1.10 4.18 5.00 4.18 117 489.10 132 44 44 44 76 74 250.10 317.70 220.00 48.40 176.00 792.00 CUADRO DE HIERROS A8 5.60 6.00 1584.00 A9 \A1;\S1#2;" 0.185 \A1;\S1#2;" 0.185 \A1;\S1#2;" 0.185 \A1;\S1#2;" 0.185 \A1;\S1#2;" 0.30 \A1;\S1#2;" 0.30 \A1;1" 0.34 5.40 0.20 3.00 756.00 2.00 2.00 2.50 2.50 0.40 2.60 0.40 \A1;1" 0.34 66 63 121 A10 6.00 0.40 5.60 726.00 54 A11 972.00 \A1;\S3#4;" 0.19 6.00 6.00 6.00 (A12) (A12) 18.00 A12 \A1;\S3#4;" 0.19 2.33 108 2.33 4.66 1118.30 7449.60 TOTAL \W6.55793; ESPECIFICACIONES: f'c = 17.5 MPA (175 k/cm2 - 2500 psi) a 28 días para solado f'c = 21 MPA (210 k/cm2 - 3000 psi) a 28 días para muro. fy = 420 MPA (4200 k/cm2 - 60000 psi) todos los diámetros. Relleno estructural: Material granular NP compactado al 95% del ensayo de Proctor modificado. Esfuerzo admisible en el suelo = 23 ton/m2 CANTIDADES DE OBRA: \W9.55567; Solado de nivelación y limpieza = 9.80 m3 zapata muro = 58.74 m3 Vástago Muros = 64.30 m3 Acero de refuerzo = 7449.60 kilos Rellenos estructurales =663 m3 Otros rellenos = \A1;\S1#2;" \W8.38734; COLUMNA C - 1 (127*127*4.8) 2xPEFIL C 100x2.5([]) - GRADO 50 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;2,00 \A1;0,15 \A1;(A4) \S3#8;" a 0.20 \A1;1,50 \A1;0,15 \A1;2,00 \A1;0,15 \A1;0,15 \A1;0,15 \W6.55793; ESPECIFICACIONES: f'c = 17.5 MPA (175 k/cm2 - 2500 psi) a 28 días para solado f'c = 28 MPA (280 k/cm2 - 4000 psi) a 28 días para muro. fy = 420 MPA (4200 k/cm2 - 60000 psi) todos los diámetros. Relleno estructural: Material granular NP compactado al 95% del ensayo de Proctor modificado. Esfuerzo admisible en el suelo = 23 ton/m2 CANTIDADES DE OBRA: \W9.55550; Solado de nivelación y limpieza = 0.60 m3 Losa Cimentación = 0.80 m3 Muros = 1.94 m3 Acero de refuerzo = 260.71 kilos \W9.73784; PLANTA GENERAL, DIMENSIONES Y REFUERZOS \W9.76123; PAREDES DEL TANQUE \W9.27788; Esc: 1:50 A A \W9.21434; PLANTA GENERAL, DIMENSIONES Y REFUERZO INFERIOR \W9.32373; PLACA DE FONDO DEL TANQUE \W9.27788; Esc: 1:50 B B \W9.19055; PLANTA GENERAL, DIMENSIONES Y REFUERZO SUPERIOR \W9.32373; PLACA DE FONDO DEL TANQUE \W9.27788; Esc: 1:50 \W9.68761; CORTE B-B - Esc: 1:50 \W9.68761; CORTE A-A - Esc: 1:50 5 5 5 5 5 5 \A1;(A1) \S3#8;" a 0.20 L= 2.50 \A1;(A2) \S3#8;" a 0.20 L= 2.50 \A1;(A1) \S3#8;" a 0.20 L= 2.50 \A1;(A2) \S3#8;" a 0.20 L= 2.50 5 5 5 5 5 5 5 5 5 5 5 5 \A1;(A3) \S3#8;" a 0.20 \A1;(A3) \S1#2;" a 0.20 \A1;(A4) \S3#8;" a 0.20 + (A5) \A1;(A3) \S3#8;" a 0.20 + (A6) \A1;(A4) \S3#8;" a 0.20 \A1;(A1) \S3#8;" a 0.20 \A1;(A2) \S3#8;" a 0.20 \A1;(A5) \S3#8;" \A1;(A4) \S3#8;" a 0.20 + (A5) \A1;(A6) \S3#8;" TIPO DIAMETRO (pulg) Separacion (mts) Figura Longitud (mts) Cantidad Peso (kilos) A1 A2 A3 A4 A5 A6 0.20 2.50 20 27.97 CUADRO DE HIERROS 260.71 TOTAL 2.26 0.12 0.12 \A1;\S3#8;" 0.20 0.20 0.20 \A1;\S3#8;" 0.20 \A1;\S3#8;" 0.20 \A1;\S3#8;" \A1;\S3#8;" \A1;\S3#8;" 2.50 20 27.97 2.26 0.12 0.12 2.50 16 22.37 2.26 0.12 0.12 5 5 5 5 5 1.73 80 77.42 1.61 0.12 1.73 16 15.48 1.61 0.12 2.50 64 89.50 2.26 0.12 0.12 5

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, chlorine, contact, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, structural, tank, wasser bestimmung, water