Imhof Tank DWG Detail for AutoCAD

Imhof Tank DWG Detail for AutoCAD

DRAFT ALCANTARILLAOD – Details – Specifications – sizing – Construction

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

both faces, steel hor., steel hor., steel vert., steel vert., steel vert., detail of armor cut, esc, vertical armor in walls, esc, steel vert., steel vert., steel vert., esc, cut, goes to the drying bed, pvc pipe sap dn, removable slab, valv. gate type mazza dn, mm pipe., metallic support, digestion chamber, gate of m., sedimentation chamber, neutral zone, goes to the drying bed, dn pvc sap, entry, dn pvc sap, see detail, departure, dn pvc sap, general plant, esc, cut, esc, mm pipe., both faces, steel vert., steel vert., steel vert., esc, detail of armor cut, steel hor., steel hor., recessed wall plate, outer face, clamp, Bolt with adjusting nut, cap screw, soldiers anchors the stage, Wall, recessed wall plate, outer face, soldiers anchors the stage, Wall, clamp, Bolt with adjusting nut, anchors, treated wooden gate, conc., removable slab detail, esc, detail, esc, metal support plant, esc, abrasive type, esc, abrasive type, lifting metal support, second layer the hours with cement mix sand thickness, First layer will be mixed with thick, the interior surfaces in contact with the water will be coated in two layers:, the treatment is used as a bridge of adhesion sikadur first similar, rough should be treated before emptying the other stage, the hardened concrete surface should be finished, you should not concentrate overlaps in the same section, Technical specifications, adm terrain in, Finished rubbed, scratched finish, construction joints, the vertical of the walls should not overlap, Maximum emptying height, maximum ratio for walls, walls, fy steel, the roof, slab background, slabs beams, coatings, overlaps, covering, shoes, concrete:, flooring, walls, f’c, f’c, flooring, water level elevation, level of income level, Output level dimension, reinforced concrete, horizontal steel, vertical steel, cntt, cna, cni, cns, natural terrain, concrete for flooring, ground level level finished, legend, natural terrain, natural terrain, splatter slab, perforated tube pvc iso, see detail, given concrete, given concrete, comes tub. of the, imhoff tank, perforated tube pvc iso, goes the broken, esc, drying bed plant, notes, subtitle, Title, flooring, side walls of manposteria, brick with coating, its sand cement mortar, column, concrete slab, compacted terrain, splattered slab, see detail, sobrecimiento, esc, cut armor detail, flooring, concrete slab, compacted terrain, esc, Cutting distribution of draining layers, comes from, imhoff tank, clamp, gross, confectioners, your B. perforated pvc iso, see detail, Title, subtitle, notes, cut, esc:, column, esc:, concrete, pipeline, pvc sap, orifice, both sides, every cm, detail, esc:, flooring, Colum, splatter slab, concrete, armature on column, slab splash stand, detail, esc:

Raw text data extracted from CAD file:

\A1;7.74 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;1.95 \A1;6.09 \A1;1.95 \A1;2.10 \A1;3.99 \A1;.25 \A1;.25 \A1;1.95 \A1;2.10 \A1;3.99 \A1;7.74 \A1;1.94 \A1;.20 \A1;.30 \A1;.06 \A1;.60 \A1;0.30 \A1;2.00 \A1;0.50 \A1;0.50 \A1;4.20 \A1;0.44 \A1;.20 \A1;.20 \A1;.25 \A1;3.60 \A1;.25 \A1;1.15 \A1;.15 \A1;1.00 \A1;.15 \A1;1.15 \A1;0.60 \A1;0.55 \A1;0.40 \A1;1.10 \A1;1.10 \A1;0.40 \A1;0.55 \A1;0.60 \A1;5.30 \A1;0.55 \A1;.15 \A1;.25 \A1;7.74 \A1;0.44 \A1;0.15 \A1;0.55 \A1;0.30 \A1;0.25 \A1;0.30 \A1;6,46 \A1;0.80 \A1;.15 \A1;0.30 \A1;0.15 \A1;0.55 \A1;0.60 \A1;6,46 \A1;0.80 \A1;.15 \A1;.30 \A1;.25 \A1;0.60 \A1;0.55 \A1;0.40 \A1;.765 \A1;.15 \A1;.765 \A1;.765 \A1;.765 \A1;0.40. \A1;0.55 \A1;0.60 \A1;.25 \A1;7.74 \A1;1.95 \A1;2.10 \A1;3.99 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;0.30 \A1;0.30 \A1;.30 \A1;0,3 \A1;1.95 \A1;6.09 \A1;0.60 \A1;.25 \A1;1.15 \A1;.15 \A1;1.00 \A1;.15 \A1;1.15 \A1;.25 \A1;0.60 \A1;.45 \A1;0.98 \A1;0.40 \A1;0.30 \A1;.25 \A1;0.60 \A1;.20 \A1;.85 \A1;.20 \A1;0.90 \A1;0.20 \A1;0.38 \A1;0.20 \A1;0.85 \A1;.075 \A1;0.455 \A1;.455 \A1;e = 1" \A1;0.30 \A1;0.20 \A1;2" \A1;0.98 \A1;3" \A1;0.25 \A1;3" \A1;0.20 \A1;5.55 \A1;5.25 \A1;0.8 \A1;0.8 \A1;0.15 \A1;3.725 \A1;0.25 \A1;4.225 \A1;0.15 \A1;8.5 \A1;0.25 \A1;2.5 \A1;0.25 \A1;2.5 \A1;0.25 \A1;2.5 \A1;0.25 \A1;8.5 \A1;0.1 \A1;0.15 \A1;0.2 \A1;0.75 \A1;0.1 \A1;0.15 \A1;4.10 \A1;4.10 \A1;0.15 \A1;0.1 \A1;0.1 \A1;0.15 \A1;0.2 \A1;0.1 \A1;0.15 \A1;4.10 \A1;4.10 \A1;0.15 \A1;0.1 \A1;0.05 \A1;0.08 -12.01624412754916 -12.01624412754916 -12.01624412754916 -12.10709199089069 -12.10709199089064 Ø5/8"@ .225 AMBAS CARAS -12.01624412754916 -12.01624412754916 Ø 1/2" @ 0.20 ACERO HOR. Ø 1/2" @ 0.25 ACERO HOR. -12.01624412754916 -12.01624412754916 -12.01624412754916 Ø 5/8" @ 0.075 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. DETALLE DE ARMADURA CORTE A-A ESC. 1/50 -12.01624412754916 -12.01624412754916 -12.01624412754916 -12.01624412754916 -12.01624412754916 ARMADURA VERTICAL EN MUROS ESC. 1/50 ACERO VERT. Ø 5/8" @ 0.30 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.075 Ø 3/8" @ 0.30 m. 1 Ø 3/8" @ 0.30 m. NTT-2757.75 Ø 1/2" @ 0.30 m. Ø 1/2" @ 0.20 m. ESC. 1/50 CORTE A - A 0.0 VA AL LECHO DE SECADO TUBERIA DE PVC SAP DN 200mm. 0.0 0.0 0.0 0.0 LOSA REMOVIBLE DE 0.95 X 0.85 VALV. COMPUERTA TIPO MAZZA DN 200mm. TUBERIA DE PVC-SAP Ø 200 mm. SOPORTE METALICO CAMARA DE DIGESTION NI-2757.95 COMPUERTA DE 1.15x0.70x0.025 m. 0.0 CAMARA DE SEDIMENTACION ZONA NEUTRA 0.0 0.0 0.0 0.0 0.0 0.0 -12.01624412754916 0.0 -0.1624210183875334 -0.1624210183875334 -0.1624210183875334 0.3274244398791666 0.0 0.0 0.0 0.0 0.4069283552803427 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 VA AL LECHO DE SECADO DN 200 PVC SAP A B INGRESO DN 150 PVC SAP VER DETALLE 1 B SALIDA DN 150 PVC SAP A PLANTA GENERAL ESC. 1/50 CORTE B - B ESC. 1/50 0.0000000000000568 TUBERIA DE PVC-SAP Ø 200 mm. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .15 0.0 0.2118217100683637 0.2118217100683637 0.2118217100683637 0.2118217100683637 0.2118217100683637 0.2118217100683637 -12.14382479003496 0.2118217100683637 0.0 0.0 0.0 0.0 0.0 0.0 .765 .765 0.0 0.0 0.0 0.0 AMBAS CARAS Ø5/8"@ .225 0.2118217100683637 -12.0162441275491 -12.0162441275491 ACERO VERT. Ø 5/8" @ 0.15 ACERO VERT. Ø 5/8" @ 0.075 0.2118217100683637 -12.0162441275491 ACERO VERT. Ø 5/8" @ 0.30 Ø3/8"@ 0.30 ESC. 1/50 DETALLE DE ARMADURA CORTE B-B 0.2118217100683637 0.2118217100684205 0.2118217100684205 0.1995690731740183 -0.155282574716523 0.2118217100683637 0.2118217100683637 0.2118217100683637 0.2118217100683637 0.2118217100683637 ACERO HOR. Ø 1/2" @ 0.25 ACERO HOR. Ø 1/2" @ 0.20 -12.0162441275491 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -2.08208609018493 -0.9589458608240875 0.98 -0.9589458608240875 -0.9589458608240875 -0.9589458608240875 -0.9589458608240875 .20 .85 .20 0.90 0.20 0.38 PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE PERNO d5/8" 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA MURO \A1;SOLDADURA PLATINA DE 12"x4"x1/4" EMPOTRADA AL MURO CARA EXTERIOR 2 ANCLAJES DE d5/8" SOLDADOS A LA PLATINA MURO ABRAZADERA DE 4"x1/4" PERNO d5/8" CON TUERCA DE AJUSTE ANCLAJES L= 1" x 1" x 1/4" COMPUERTA DE MADERA TRATADA CONC. F'c=210 KG/cm2 6 Ø 3/8" 3 Ø 3/8" DETALLE DE LOSA REMOVIBLE ESC. 1/20 -13.61218095051245 -13.61218095051245 -13.61218095051245 -13.61218095051245 -13.61218095051245 -9.498414959009693 DETALLE 1 ESC. 1/2 4.287048172306754 4.287048172306754 4.287048172306754 4.287048172306754 4.287048172306754 PLANTA SOPORTE METALICO ESC. 1/10 TIPO ABRASADERA 3.611975039643283 3.777054968604233 4.115759466287699 ESC. 1/10 TIPO ABRASADERA ELEVACION SOPORTE METALICO - SEGUNDA CAPA : A LAS 24 HORAS CON MEZCLA DE CEMENTO ARENA 1:3 Y 5mm DE ESPESOR - PRIMERA CAPA : SERA CON MEZCLA DE CEMENTO-ARENA 1:5 DE 1.50CM DE ESPESOR LAS SUPERFICIES INTERIORES EN CONTACTO CON EL AGUA SERAN REVESTIDOS EN DOS CAPAS: EL TRATAMIENTO SRA UTILIZADO COMO PUENTE DE ADHERENCIA SIKADUR 32 PRIMER O SIMILAR RUGOSO Y DEBERA SER TRATADA ANTES DEL VACIADO DE LA OTRA ETAPA LA SUPERFICIE DE CONCRETO ENDURECIDO DEBERA TENER UN ACABADO NO SE DEBERAN CONCENTRAR TRASLAPES EN UNA MISMA SECCION ESPECIFICACIONES TECNICAS TERRENO : Q ADM. = 2.00 Kg/cm2 (VERIFICAR EN OBRA) ACABADO FROTACHADO ACABADO Y RAYADO JUNTAS DE CONSTRUCCION : NO SE DEBE TRASLAPAR EL Ø VERTICAL DE LOS MUROS ALTURA MAXIMA DE VACIADO 1.50 m MAXIMA RELACION AGUA/CEMENTO 0.50 PARA MUROS MUROS (CARA HUMEDA) MUROS (CARA SECA) ACERO : Fy = 4200 Kg/CM2 LOSA TECHO : LOSA FONDO : LOSAS Y VIGAS : REVESTIMIENTOS : Ø1/2" : 0.40 m Ø3/8" : 0.50 m TRASLAPES : RECUBRIMIENTO : ZAPATAS : ZAPATAS CONCRETO: SOLADO : MUROS : F'C = 210 Kg/CM2 2.50 CM 2.50 CM 3.50 CM 5.00 CM F'C = 210 Kg/CM2 F'C = 175 Kg/CM2 F'C = 140 Kg/CM2 F'C = 210 Kg/CM2 Ø5/8" : 0.75 m 5.55 5.25 f 'c=210 kg/cm2 solado f 'c=140 kg/cm2 COTA DE NIVEL DE AGUA COTA DE NIVEL DE INGRESO COTA DE NIVEL DE SALIDA CONCRETO ARMADO F'y=210 Kg/cm2 ACERO HORIZONTAL ACERO VERTICAL CNTT CNA CNI CNS TERRENO NATURAL CONCRETO PARA SOLADO F'y=140 Kg/cm2 COTA DE NIVEL DE TERRENO TERMINADO LEYENDA CNA= 3255.07 CNS= 3254.57 CNI= 3255.07 TERRENO NATURAL CNTN= 3254.21 CNTN= 3254.09 TERRENO NATURAL CNF= 3246.63 C1 C1 C1 C1 5 5 LOSA SALPICADORA LOSA SALPICADORA C1 C1 C1 C1 C1 C1 TUBO PERFORADO PVC ISO D 8" S=0.5% VER DETALLE 2 S=1.5% D 6" D 6" D 6" D 6" D 6" D 6" DADO DE CONCRETO 0.30X0.30 f'c=175kg/cm2 DADO DE CONCRETO 0.30X0.30 f'c=175kg/cm2 VIENE TUB. D 8" DEL TANQUE IMHOFF S=1.5% TUBO PERFORADO PVC ISO D 8" VA A LA QUEBRADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/50 PLANTA DE LECHO DE SECADO D 3/8" @0.25 NOTAS SUBTITULO TITULO SOLADO f'c=140kg/cm2 D 3/8" @0.25 S=1.5% S=1.5% PAREDES LATERALES DE MANPOSTERIA LADRILLO .15X.25X.10 CON REVESTIMIENTO (TODAS SUS CARAS) DE MORTERO CEMENTO ARENA 1:3 COLUMNA C-1 LOSA DE CONCRETO f'c=175 kg/cm2 TERRENO COMPACTADO LOSA SALPICADA VER DETALLE N° 3 SOBRECIMIENTO f'c=175kg/cm2 5 5 5 5 5 5 4.10 4.10 5 5 ESC. 1/50 CORTE A-A: DETALLE DE ARMADURA SOLADO f'c=140kg/cm2 S=1.5% S=1.5% LOSA DE CONCRETO f'c=175 kg/cm2 TERRENO COMPACTADO 5 5 5 5 5 4.10 4.10 5 5 ESC. 1/50 CORTE A-A: DISTRIBUCION DE CAPAS DRENANTES VIENE DE TANQUE IMHOFF ABRAZADERA \A1;piedra de 3/4" a 2" \A1;piedra de 1/4" a 3/4" \A1;piedra de 1 1/16" a 1/4" \A1;arena gruesa \A1;ladrillos pasteleros TUB. PERFORADA PVC ISO D 8" S=0.5% VER DETALLE N° 2 5 5 D 6" TITULO SUBTITULO NOTAS S 1/4" D 1/2" \A1;0.1 \A1;0.15 \A1;0.8 \A1;0.8 CORTE X-X ESC: 1/10 \A1;0.15 \A1;0.15 \A1;0.8 COLUMNA C-1 ESC: 1/10 4D3/8" D 1/4" @ .20 CONCRETO F'C=175KG/CM2 \A1;0.25 TUBERIA D 8" PVC SAP ORIFICIO D1/2" AMBOS LADOS CADA 15 CM DETALLE 2 ESC: 1/10 D3/8"@0.20 SOLADO f'c=140kg/cm2 D1/4"@.20 COLUMA C-1 4D3/8" LOSA SALPICADORA CONCRETO f'c=175kg/cm2 D3/8"@0.20 SO1/4" 2O1/2" X X \A1;0.15 \A1;0.5 \A1;0.1 \A1;0.3 \A1;0.1 \A1;0.80 \A1;0.1 \A1;0.15 ARMADURA EN COLUMNA LOSA SALPICADORA Y SOPORTE DETALLE 3 ESC: 1/25

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	A/C
Tags	assorted, autocad, construction, DETAIL, details, draft, DWG, sizing, specifications, tank