Quartering Gutter Of Oxidation DWG Block for AutoCAD

Structural system of gutter for oxidation

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

platform, background, Wall border, platform, dump, recirculation, Settler, general plant, runway, C.clave, Wall border, platform, scale, Aerators, Materials: concrete reinforcement mpa mesh mpa, Structural concrete: panel bottom: perimeter wall: central wall: lower panel: total:, Reinforcements: kgs. Kgs. Kgs. Kgs. Kgs. Kgs. Kgs. Kgs. Kgs. Kgs kgs., Mesh: a. Kgs. a. Kgs. Kgs. Total structural reinforcement: amount, C.clave, Notes: All dimensions are given in except where otherwise noted. This plane must be read in conjunction with the planes, mesh, mesh, mesh, mesh, mesh, mesh, mesh, mesh, Notes: the meshes overlap longitudinally transversely. The type refurerzo exists only in the central straight sector. In sectors the type reinforcement overlaps alternately with type reinforcement with reinforcements type type reinforcements do not overlap. Couples are alternated between consecutive couples of equal partners. In sectors the spacing between rods is measured on the axis of the respective reinforcement., mesh, mesh, Central, scale, Regional corporation of cundinamarca, Waste environment s.a. Arema, Design plant wastewater treatment municipality of el rosal, Drawing a. M. V., June date, flat:, archive, United to build territory, Zanjon of reinforcement oxidation, revised:, Approved:

Raw text data extracted from CAD file:

\A1;2.00 \A1;2.43 \A1;0.25 \A1;2.35 \A1;90.00° \A1;15.35° \A1;44.00 \A1;7.00 \A1;0.20 \A1;7.00 \A1;0.80 \A1;0.80 \A1;58.79 \A1;R7.10 \A1;R3.45 \A1;R3.65 \A1;R7.10 \A1;R3.45 \A1;R3.65 \A1;0.80 \A1;0.80 \A1;1.55 \A1;1.55 \A1;2.35 \A1;R0.35 \A1;R0.35 \A1;1.25 \A1;R2.05 \A1;.15 \A1;.15 \A1;.30 \A1;.30 \A1;7.00 \A1;.20 \A1;7.00 \A1;.30 \A1;14.80 \A1;.70 \A1;.70 \A1;.20 \A1;.20 \A1;.30 \A1;3.30 \A1;.30 \A1;3.30 \A1;.20 ANDEN FONDO 2566.20 BORDE DE MURO 2569.50 ANDEN VERTEDERO 2569.15 RECIRCULACION 2568.70 5 5 5 A SEDIMENTADOR A A PLANTA GENERAL PASARELA 5 2568.70 C.Clave 2595.00 2597.00 2596.00 BORDE DE MURO 2569.50 ANDEN 5 5 Escala 1 : 100 Escala 1 : 25 5 5 5 5 5 5 5 5 5 5 5 5 5 AIREADORES AIREADORES 5 \A1;0.30 5 \A1;0.30 5 5 5 5 5 \A1;2.50 5 5 21 21 #5,L=2.80m c/0.40 (305) 2.60 0.20 22 22 0.20 3.50 0.20 0.20 0.90 #6,L=5.00m c/0.20 (605) 20 20 #6,L=6.00m c/0.40 (305) 1.55 4.45 27 27 0.15 4.15 #6,L=4.30m c/0.20 (611) 28 28 #6,L=3.00m (223) 29 29 #5,L=4.80m (164) 24 24 #5,L=2.90m c/0.20 (164) 24 24 #5,L=2.90m c/0.20 (164) 23 23 27 28 23 #6,L=5.00m(164) 23 #6,L=5.00m (164) 28 #6,L=3.00m (223) 22 27 #6,L=4.30m c/0.20 (611) 22 #6,L=5.00m c/0.20 (605) 26 26 #5,L=1.80m c/0.40 (306) 25 25 #6,L=7.00m (306) 0.20 0.20 0.20 0.20 0.15 0.10 0.10 Materiales: Concreto f”c= 28 MPa (4000 psi) Refuerzo y mallas fy= 420 MPa (60000 psi) Concreto estructural: Placa fondo: 217.36 m3 Muro perimetral: 108.46 m3 Muro central: 22.72 m3 Cartela inferior: 4.31 m3 Total: 352.85 m3 Refuerzos: 20- 4099.20 kgs. 21- 1331.60 kgs. 22- 6777.80 kgs. 23- 4395.40 kgs. 24- 1844.40 kgs. 25- 4798.10 kgs. 26- 858.60 kgs. 27- 5885.20 kgs. 28- 2992.26 kgs. 29- 1228.00 kgs 30- 1772.50 kgs. 5 5 5 Mallas: R.S.1: 84 un. : 4276.71 kgs. R.S.2: 84 un. : 5006.40 kgs. = 9283.11 kgs. Total refuerzo estructural: 45226.17kgs. Cuantia : 128.17 kgs/m3 12″ C.Clave 2568.70 \A1;2.95 NOTAs: 1- Todas las dimensiones estan dadas en metros, excepto donde se indique lo contrario. 2- Este plano debe ser leido conjuntamente con los planos Z1 – Z2 Y H1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .05 (Recubrimiento) 0.05 (Recubrimiento) 30 #4,L=1.80m (985) 0.15 30 4.45 2.55 1.60 3.60 1.40 2.80 2.80 1.40 3.60 4.15 0.90 3.50 MALLA R.5.2 : \U+2205 7.5 mm c/100mm MALLA R.5.2 : \U+2205 5.5 mm c/250mm MALLA R.5.2 : d 5.5 mm c/250mm MALLA R.5.1 : \U+2205 8.5mm c/150mm MALLA R.5.1 : \U+2205 5.0 mm c/250mm MALLA R.5.1 : \U+2205 5.0 mm c/250mm MALLA R.5.1 : \U+2205 5.0 mm c/250mm MALLA R.5.1 : \U+2205 5.0 mm c/250mm NOTAS: 1- Las mallas traslapan 0.30 longitudinalmente 0.25 transversalmente. 2- El refurerzo tipo 29 existe unicamente en el sector central recto. 3- En los sectores semi-circulares los refuerzoz tipo 25 traslapan alternadamente con refuerzoz tipo 28 ·6 de L=5.00m y con refuerzos tipo 29. 4- Los refuerzos tipo 20 no traslapan. 5- Las parejas 20-21 y 25-26 se alternan a separación de 0.20 entre parejas consecutivas y de 0.40 entre parejas iguales. 6- En los sectores circunferenciales, la separación entre varillas se mide sobre sobre la circunferencia, eje del respectivo refuerzo. 24 24 23A 23A 5 MALLA R.5.1 : \U+2205 5.0 mm c/250mm MALLA R.5.1 : \U+2205 5.0 mm c/250mm 24 #5,L=2.90m c/0.20 (6) 24 #5,L=2.90m c/0.20 (6) 23A #6,L=4.30m c/0.20 (6) 23A #6,L=4.30m c/0.20(6) 0.10 0.10 2.80 2.80 1.40 2.90 1.40 2.90 MURO APOYO CENTRAL PASARELA Escala 1 : 25 CORPORACION AUTONOMA REGIONAL DE CUNDINAMARCA S U B D I R E C C I O N D E O P E R A C I O N E S AGUA, RESIDUOS Y MEDIO AMBIENTE S.A. – AREMA DISEÑO PLANTA TRATAMIENTO DE AGUAS RESIDUALES MUNICIPIO DE EL ROSAL DIBUJO : A. M. V. FECHA : JUNIO DE 2002 PLANO: Z3 ARCHIVO : Z3-Refuerzos-Zanjon.dwg Unidos para construir territorio ZANJON DE OXIDACION – REFUERZOS REVISÓ: APROBÓ: