Tank Imohf DWG Block for AutoCAD

Tank Imohf DWG Block for AutoCAD

RECEPTION AND PROCESSING WASTE WATER, THIS COMES TO BE PART OF WHAT call PLANT WASTEWATER TREATMENT.

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

Entrance pipe, Outlet pipe drying bed mm, Neutral zone, Pipe sludge discharge, Pipe mm ventilation, digestion, Zone of, surface, Polished, Anchor bolt, Sedimentation zone, cut, Esc:, cut, Esc:, Settler, railing, Cat type ladder, Cat type ladder, Metal grid, valve, Pipe, ventilation, layette, made of bronze, Sedimentation zone, digestion, Zone of, surface, Polished, Distribution screen, Deflector screen, of wood, railing, Metal grid, layette, made of bronze, layette, made of bronze, Outlet pipe, Distribution screen, of wood, Deflector screen, of wood, Outlet pipe drying bed mm, Entrance pipe, Outlet pipe, Imhoff tank plant, Esc:, Cat type ladder, Cat type ladder, Metal grid, Pipe sludge discharge, Pipe mm ventilation, Metal grid, tube, Railing detail, Esc:, tube, Pl., plant, Esc:, Pl., tube, platen, anchorage, Detail of cat ladder, Esc:, steel, Reinforced concrete, Degree fy, Speak concrete slab concrete slab speak. Speak concrete slab concrete slab speak., Specifications, Simple concrete, Pg concrete in the digester. Concrete for floors in general., Imhoff tank steel distribution in plant, Esc:, tank, Break pressures, tank, Break pressures, Rest from, Esc:, Rest from, Esc:, Rest from, Esc:, Rest from, Esc:, Rest from, Vc, Esc:, valve, Detail of steel wall imhoff tank, Esc:, Outlet pipe drying bed mm, Settler, Metal grid, Zone of, sedimentation, Sole, concrete, Imhoff tank section, Esc:, valve, Foundation beam, Mooring beam, Mooring beam, Foundation beam, Mooring beam, Mooring beam, Outlet pipe, Sedimentation zone, Distribution screen, Deflector screen, of wood, tank, Break pressures, Sole, Foundation beam, Mooring beam, Metal grid, concrete, Foundation beam, Mooring beam, Sole, Mooring beam, Mooring beam, Entrance pipe, Imhoff tank section, Esc:, Mooring beam, Rest from, Esc:

Raw text data extracted from CAD file:

0.50 7.30 0.15 1.85 1.20 0.50 2.00 1.10 0.40 6.80 0.10 2.10 3.50 1.30 .10 .50 .30 .50 1.30 3.45 9.50 .10 .50 .30 .50 3.45 .50 .30 .50 1.10 .40 1.10 .50 .30 .50 1.30 2.80 1.30 5.40 .10 .10 0.30 50° 30° 30° .50 .20 .20 .80 .15 1.50 .15 .80 .20 .20 .50 .70 1.00 1.80 1.00 .70 .90 3.40 .90 5.20 2.95 0.25 1.10 0.10 .15 1.20 .10 0.10 0.15 0.25 1.10 4.85 0.15 0.55 0.15 0.40 5.90 0.20 0.70 7.20 0.50 0.25 0.40 1.60 0.10 0.40 1.10 0.15 0.25 0.25 0.15 0.50 6.00 4.90 0.80 .15 .50 .50 .20 .20 3.625 .25 3.625 .20 .20 .25 .15 .50 .65 .90 7.50 .65 .65 .20 1.35 7.90 1.10 10.35 .40 1.775 .40 1.175 1.175 1.775 0.25 0.15 0.10 0.40 0.40 0.80 0.10 0.10 0.075 0.05 0.10 0.30 0.30 0.30 0.30 0.90 0.30 0.30 0.90 0.40 .90 3.625 .25 3.625 .90 2.025 .65 .15 1.00 .15 2.65 .15 1.00 .15 2.025 9.30 .40 4.45 .40 4.45 9.30 .10 .10 .90 .15 1.50 .15 .80 .90 .80 1.95 .15 1.00 .15 1.95 5.20 1.20 .65 1.50 .65 1.20 .10 .10 5.20 0.25 0.30 0.25 0.30 0.20 0.20 0.50 0.20 3.80 0.20 0.50 4.20 5.20 0.30 0.30 0.50 0.20 3.825 0.25 3.825 0.20 0.50 0.40 8.30 9.30 0.20 0.30 0.20 0.50 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 2.00 4.30 1.95 3.50 7.30 0.30 0.50 1.10 0.40 1.10 0.50 0.30 1.30 2.80 1.30 5.40 0.10 0.50 0.20 0.20 0.80 0.15 1.50 0.15 0.80 0.20 0.20 0.50 0.70 1.00 1.80 1.00 0.70 0.90 3.40 0.90 5.20 1.10 0.10 1.20 0.10 0.25 0.15 0.10 0.50 0.50 0.10 50° 30° 30° 0.15 0.15 0.15 0.25 0.10 0.50 0.30 0.50 1.30 3.45 9.50 0.10 0.50 0.30 0.50 3.45 1.30 0.10 0.15 0.25 5.95 0.15 0.55 0.15 0.40 5.90 0.20 0.70 7.20 0.10 0.40 0.15 0.25 0.25 0.15 0.50 6.00 6.00 0.80 0.15 0.50 0.50 0.20 0.20 3.63 0.25 3.63 0.20 0.20 0.25 0.15 0.50 0.65 0.90 7.50 0.65 0.65 1.35 7.90 1.10 10.35 0.40 1.78 0.40 1.78 0.50 0.40 1.60 0.20 1.18 1.18 0.30 30° 30° 30° 30° 0.30 0.25 0.20 0.20 5 5 5 5 5 5 5 5 5 5 5 5 Tubería Entrada Ø 200mm 5 5 5 5 5 5 5 5 5 5 5 5 Tubería de Salida a Lecho de Secado Ø 200 mm 5 ZONA NEUTRA Tubo Ø 200 mm Descarga de Lodos Tubo Ø 200 mm Ventilación 5 DIGESTION ZONA DE SUPERFICIE PULIDA \LDETALLE DE ANCLAJE DE BARANDA METALICA \W6.31017; ZONA DE \W5.62937; SEDIMENTACION CORTE A - A ESC: 1/50 CORTE B - B ESC: 1/50 SEDIMENTADOR 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 Baranda F°G° Ø 2" (Ver Detalles) Escalera Tipo Gato (Ver Detalles) Escalera Tipo Gato (Ver Detalles) Rejilla Metálica Rejilla Metálica VALVULA Ø8" Tubería de Ventilación Canastilla de Bronce \W6.31017; ZONA DE \W5.62937; SEDIMENTACION DIGESTION ZONA DE SUPERFICIE PULIDA Pantalla de Distribución Pantalla Deflectora de Madera de Madera Baranda F°G° Ø 2" (Ver Detalles) Rejilla Metálica Rejilla Metálica Canastilla de Bronce Canastilla de Bronce 5 5 5 5 5 5 5 5 5 5 5 5 5 Tubería Salida Ø 200 mm 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 B B A A 5 5 5 Pantalla de Distribución de Madera Pantalla Deflectora de Madera Tubería de Salida a Lecho de Secado Ø 200 mm Tubería de Salida a Lecho de Secado Ø 200 mm Tubería Entrada Ø 200mm Tubería Salida Ø 200 mm PLANTA - TANQUE IMHOFF ESC: 1/50 Escalera Tipo Gato (Ver Detalles) Escalera Tipo Gato (Ver Detalles) Rejilla Metálica Tubo Ø 200 mm Descarga de Lodos Tubo Ø 200 mm Ventilación Rejilla Metálica Rejilla Metálica Rejilla Metálica TUBO F°G° Ø 2" TUBO F°G° Ø 2" TUBO F°G° Ø 2" TUBO F°G° Ø 2" 5 5 5 DETALLE DE BARANDA ESC: 1/25 5 5 TUBO F°G° Ø 2" PL. 4"x4"x1/4" PLANTA ESC: 1/10 PL. 4"x4"x1/4" TUBO F°G° Ø 2" F°Corrugado 1/2" 5 5 5 5 5 5 5 \A1;F°G° Ø 1 \S1/2";\H1.4286x; X 3/16" 5 5 5 5 5 Platina (2" x 2" 1/8") F°G° Ø 3/4 x 1/16" F°G° Ø 3/4 x 1/16" Anclaje \A1;F°G° Ø 1 \S1/2";\H1.4286x; X 3/16" DETALLE DE ESCALERA DE GATO ESC: 1/25 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 ACERO : CONCRETO ARMADO : Grado 60 , fy = 4200 Kg/ cm² Concreto f´c = 210Kg/ cm² losa superior, Losa de cimentación, Muros del Tanque,Columnas, Vigas Peraltadas, vertedero , caja de válvulas, Viga de cimentacion , vigas de amarre. ESPECIFICACIONES CONCRETO SIMPLE : Concreto f´c = 140Kg/ cm² + 30% PG en digestor. Concreto f´c = 100Kg/ cm² para solados en general. TANQUE IMHOFF - DISTRIBUCIÓN DE ACERO EN PLANTA ESC: 1/25 X Y Y X Tanque Rompe Presiones Tanque Rompe Presiones 6 Ø 3/8" 5 5 Resto @ 20 a Partir de C/Ext. Ø 1/4", 1 @ 05, 2 @ 10, 2 @ 15 V.A-1 (0.25x0.30) 6 Ø 3/8" ESC: 1/20 Resto @ 25 a Partir de C/Ext. Ø 1/4", 1 @ 05, 3 @ 10, 3 @ 15 C-1 (0.25x0.30) 4 Ø 3/8" ESC: 1/20 2 Ø 3/8" 5 5 2 Ø 3/8" Resto @ 25 a Partir de C/Ext. Ø 1/4", 1 @ 05, 3 @ 10, 3 @ 15 C-2 (0.20x0.20) 4 Ø 3/8" ESC: 1/20 2 Ø 3/8" 5 5 2 Ø 3/8" C-1 C-1 C-2 C-2 C-2 C-2 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 5/8" @ 0.10 Ø 1/2" @ 0.20 Ø 5/8" @ 0.10 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 3.825 5 3.825 5 5 5 5 5 4 Ø 3/8" 5 5 Resto @ 20 a Partir de C/Ext. Ø 1/4", 1 @ 05, 2 @ 10, 2 @ 15 V.A-2 (0.20x0.30) 4 Ø 3/8" ESC: 1/20 2 Ø 1/2" 5 5 Resto @ 20 a Partir de C/Ext. Ø 3/8", 1 @ 05, 2 @ 10, 2 @ 15 V.C (0.20x0.50) 4 Ø 1/2" ESC: 1/20 2 Ø 1/2" 5 5 5 5 5 5 5 5 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 5 5 Ø5/8" @ 0.20 Ø1/2" @ 0.20 Ø5/8" @ 0.40 Ø5/8" @ 0.40 Ø5/8" @ 0.40 Válvula Ø 8" Válvula Ø 8" DETALLE DE ACERO EN PARED DEL TANQUE IMHOFF ESC: 1/25 5 5 Tubería de Salida a Lecho de Secado Ø 200 mm 5 SEDIMENTADOR 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 Rejilla Metálica Rejilla Metálica 5 5 5 ZONA DE SEDIMENTACION SOLADO SOLADO SOLADO 5 Concreto f'c=175kg/cm2 Concreto f'c=175kg/cm2 SECCION X-X - TANQUE IMHOFF ESC: 1/25 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.10 Ø 5/8" @ 0.10 Ø 5/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 5/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Válvula Ø 8" Viga de Cimentación 0.20 x 0.50 Viga de Amarre 0.20 x 0.30 Viga de Amarre 0.20 x 0.20 5 Viga de Cimentación 0.20 x 0.50 Viga de Amarre 0.20 x 0.30 Viga de Amarre 0.20 x 0.20 Tubería Salida Ø 200 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W9.53609; ZONA DE \W7.20577; SEDIMENTACION Pantalla de Distribución Pantalla Deflectora de Madera de Madera 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 5 Tanque Rompe Presiones SOLADO Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.20 Viga de Cimentación 0.20 x 0.50 Viga de Amarre 0.20 x 0.30 Rejilla Metálica Rejilla Metálica 5 Concreto f'c=175kg/cm2 Concreto f'c=175kg/cm2 Concreto f'c=175kg/cm2 5 5 5 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 5/8" @ 0.40 Ø 5/8" @ 0.40 Ø 5/8" @ 0.20 Viga de Cimentación 0.20 x 0.50 Viga de Amarre 0.20 x 0.30 5 SOLADO SOLADO Viga de Amarre 0.20 x 0.20 Viga de Amarre 0.20 x 0.20 Ø 5/8" @ 0.10 Ø 5/8" @ 0.10 Ø 5/8" @ 0.10 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Tubería Entrada Ø 200mm SECCION Y-Y - TANQUE IMHOFF ESC: 1/25 5 5 Viga de Amarre 0.25 x 0.30 4 Ø 3/8" 5 5 Resto @ 20 a Partir de C/Ext. Ø 1/4", 1 @ 05, 2 @ 10, 2 @ 15 V.A-3 (0.20x0.20) 4 Ø 3/8" ESC: 1/20

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, call, DWG, kläranlage, part, plant, processing, RECEPTION, tank, treatment, treatment plant, waste, wastewater, water