Biodigestor DWG Block for AutoCAD

Biodigestor DWG Block for AutoCAD

INSTALLATION FOR WASTEWATER BIODIGESTERS RURAL POPULATIONS THUNDERSTORMS.

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

Reinforced concrete with welded mesh, Prop mortar base reinforced with chicken coop anchored with, Reinforced concrete mesh, Pichancha, Electronivel, Filling network, Rotoplas specifications, Centrifugal centrifugal pump with high flow cm of cp, Detail centrifugal centrifugal pump large flow cp cm specifications, distribution, Pichancha, Union nuts, Discharge pipe, distribution, Non-return valve, Suction pipe, Layer of fat cream, Sludges, Anaerobic bacteria, filter, Mud log, Drain outlet, Cleaning cap, top, Outlet of treated water, Biodigestor rotoplas specifications, Mortar base sand reinforced with mesh anchored with rods, Mesh concrete, Glue trap, Adjustable frame, Pipe outlet, Angle to facilitate hydraulic flow, Non-slip cover, Detail record rotoplas specifications, cut, N.f.c., Box of columns, mortar ……………………………………, Masonry unit ………………. brick type iv, Albanileria …………………………………, masonry, Columns of cm. each side, Beams …………………………………….. cm., Steel ………………………………, Free coatings, Beams ……………………………., general specifications, Simple concrete, Reinforced concrete:, Stone foundation tm, Middle stone tm, Brick type iv, detail, Brick bed, gross sand, King kon brick, gross sand, Fine sand, gravel, cut, Esc:, brick, Filter detail, Esc:, gravel, slab, p.m., Esc., Foundation, your B, detail, Bored pipe, Esc:, Box of beams, Stapes detail, Esc:, Columns ……………………………., Holes of, sewer system, Enter, Floor plan, Esc:, Towards well, New new, your B. Galvanized, valve, detail, your B. Galvanized, sewer system, Foundation plan, Esc:, sewer system, cut, Esc:, gravel, mud, Fine sand, your B. Galvanized, Side wall, Thick brick sand, floor, your B, detail, gravel, mud, Fine sand, your B. Galvanized, Thick brick sand, floor, your B, detail, Pg., elevation, cut, Esc., With confined brick wall, Detail of mooring column, column, Of mooring to the foundation run, Anchor detail of columns, Overcoming, Foundation, N.f.c., sewer system, Layer of fat cream, Sludges, Anaerobic bacteria, filter, Mud log, Drain outlet, Cleaning cap, top, Outlet of treated water, Detail self-cleaning biodigestor specifications, Mortar base sand reinforced with mesh anchored with rods, Mesh concrete, Details rotoplas, July, Indicated, district Municipality, design:, reviewed:, M.s.c, approved:, drawing:, draft:, flat, Hit, scale:, date:, Format:, sheet:, region, province, district, Ancash, Antonio raimondi, Ache, Installation of the drainage system, In the farmhouse of chocchi, place, Chocchi

Raw text data extracted from CAD file:

\W1.74177; CONCRETO F`C 200 \W1.74177; ARMADO CON MALLA \W1.74177; ELECTROSOLDADA 15*15 \W1.56912; \A1;REPELLADO A BASE DE MORTERO \W1.56912; \A1;ARENA PROP 1:4 REFORZADO CON \W1.56912; \A1;MALLA DE GALLINERO ANCLADA CON \W1.56912; \A1;VARILLAS \A1;\S3#8; @ 50CM \A1;PLANTILLA DE CONCRETO \A1;DE 10CM F´C 100 ARMADA \A1;CON MALLA \A1;ELECTROSOLDADA 15*15 PICHANCHA ELECTRONIVEL \A1;TUBOPLUS \A1;\S1#2; \W0.53051; \A1;VÁLVULA DE LLENADO \A1;\S3#4; \W0.53051; \A1;DE RED GENERAL DE \A1;\S1#2; \A1;FLOTADOR ·7 \A1;VENTILA 850 \W8.15644; \A1;DETALLE \W5.84406; \A1;CISTERNA ROTOPLAS \A1;(según especificaciones de fabricante) BOMBA ROTOPLAS CENTRÍFUGA DE GRAN CAUDAL CM 100/ 36 M DE 1 CP \W8.03728; DETALLE BOMBA ROTOPLAS CENTRÍFUGA DE GRAN CAUDAL CM 100/ 36 M DE 1 CP \W1.44258; (según especificaciones de fabricante) DISTRIBUCIÓN PICHANCHA TUERCAS UNIÓN TUBERÍA DE DESCARGA DISTRIBUCIÓN VÁLVULA DE NO RETORNO TUBERÍA DE ASPIRACIÓN \W4.89662; CAPA DE NATAS \W5.52793; Y GRASA LODOS \W9.09373; BACTERIAS \W9.09373; ANAEROBIAS FILTRO REGISTRO DE LODOS INGRESO DEL DESAGÜE TAPÓN DE LIMPIEZA TAPA SALIDA DE AGUA TRATADA DETALLE BIODIGESTOR ROTOPLAS 3000LT (según especificaciones de fabricante) \W0.22771; \A1;REPELLADO A BASE DE MORTERO ARENA \W0.22771; \A1;PROP 1:4 REFORZADO CON MALLA DE \W0.22771; \A1;GALLINERO ANCLADA CON VARILLAS \A1;\S3#8; @ \W0.22771; \A1;50CM \W9.51596; \A1;PLANTILLA DE CONCRETO DE 5CM \W8.06459; \A1;F´C 100 ARMADA CON MALLA \W9.05484; \A1;ELECTROSOLDADA 15*15 COLADERA CON TRAMPA DE OLORES CONTRAMARCO ORIENTABLE SALIDA DE TUBERÍA ÁNGULO PARA FACILITAR FLUJO HIDRÁULICO TAPA ANTIDERRAPANTE 70cm \W5.98009; DETALLE \W1.38111; REGISTRO ROTOPLAS \W0.54369; (según especificaciones \W0.54369; de fabricante) 4@.15 .40 .40 .40 .40 .40 \A1;1.05 \A1;4.85 \A1;4.85 \A1;2.20 \A1;2.20 \A1;4.85 \A1;2.35 \A1;.15 \A1;.89 \A1;.15 \A1;2.75 \A1;.40 \A1;1.95 \A1;.40 \A1;1.95 \A1;.40 \A1;5.10 \A1;.15 \A1;1.16 \A1;1.04 \A1;1.32 \A1;.40 \A1;.65 \A1;.50 \A1;.30 \A1;.25 \A1;.40 \A1;1.65 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;2.20 \A1;.15 \A1;2.20 \A1;.15 \A1;.40 \A1;.40 \A1;.20 \A1;.15 \A1;1.65 \A1;.20 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.40 \A1;.15 .40 .40 .03 .03 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.03 \A1;.03 \A1;.15 \A1;.15 \A1;2.35 \A1;2.35 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;2.20 \A1;.15 \A1;2.50 \A1;.15 \A1;4.85 \A1;2.20 \A1;.15 \A1;2.20 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;.50 .15 .15 .20 .20 \A1;.15 CORTE 1-1 5 5 5 N.F.C. 5 CUADRO DE COLUMNETAS c 0.15X0.15 d1/4" 5 4d3/8" 5 As MORTERO .......................................... 1 : 4 (CEMENTO - ARENA) f'b= 70 Kg./cm2. UNIDAD DE ALBAÑILERIA ................... LADRILLO TIPO IV ALBANILERIA ....................................... f'm= 100 Kg./cm2. ALBANILERIA COLUMNETAS DE AMARRE.................3.0 cm. A CADA LADO VIGAS ............................................ 3.0 cm. ACERO .................................... fy= 4200 Kg./cm2. RECUBRIMIENTOS LIBRES VIGAS .................................. fc= 175 Kg./cm2. ESPECIFICACIONES GENERALES CONCRETO SIMPLE CONCRETO ARMADO: CIMIENTO CORRIDO, C:H= 1:10+30% PIEDRA GRANDE TM 10" SOBRECIMIENTO, C:H= 1:8+25% PIEDRA MEDIANA TM 4" 13 cm 24 cm 9 cm LADRILLO TIPO IV DETALLE 2 CAMA DE LADRILLO 5 5 ARENA GRUESA Ladrillo king kon 9x13x24 ARENA GRUESA ARENA FINA GRAVA 5 5 5 5 3 3 CORTE 3-3 ESC: 1/25 LADRILLO DETALLE DEL FILTRO 9x13x24 cm ESC: 1/25 Grava Losa f`c= 175\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PM. ESC. 1/20 CIMENTACION TUB F 6 "S-25 DETALLE 1 TUBERIA AGUJEREADA ESC: 1/10 A B C 5 5 c-1 4d3/8" CUADRO DE VIGAS v 0.15X0.20 d1/4" As v-101 5 2d3/8" 5 2d3/8" 2d1/2" V-101 R@.20 1@.05, 1@.10, 1@. 2d1/2" 2d3/8" R@.20 1@.05, 1@.10, 1@. DETALLE DE ESTRIBOS ESC: 1/25 COLUMNETAS .................................. fc= 175 Kg./cm2. 5 5 2d1/2" 2d1/2" 2d3/8" Agujeros de Ø 10mm DRENAJE S=3% 5 5 5 5 Ingresa 5 5 5 5 5 5 PLANO DE PLANTA ESC: 1/25 Hacia Pozo Tub.\fArial|b0|i0|c204|p34; \fSymbol|b0|i0|c2|p18;F \fTimes New Roman|b0|i0|c238|p18;6\fArial|b0|i0|c238|p34;"\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;S-2\fTimes New Roman|b0|i0|c238|p18;5 Tub. galvanizada Ø 6" 5 5 Valvula d160mm 5 5 A A DETALLE 2 DETALLE 2 Tub. galvanizada Ø 6" 1 1 1 5 5 5 5 5 5 5 5 5 5 C-1 DRENAJE S=3% PLANO DE CIMENTACIONES ESC: 1/25 DRENAJE S=3% 5 5 3 1 2 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A - A ESC: 1/25 5 5 Grava 4% LODO NTN.+0.00 Arena fina 5 5 5 5 Tub. galvanizada Ø6" MURO LATERAL MURO LATERAL Arena gruesa y ladrillo 4% Piso TUB F 6 "S-25 DETALLE 1 f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 5 5 5 5 5 Grava 4% LODO Arena fina 5 Tub. galvanizada Ø6" Arena gruesa y ladrillo 4% Piso TUB F 6 "S-25 DETALLE 1 f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 NTN.+0.00 f`c= 140\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PG. v-101 3 3 3 3 d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. ELEVACION CORTE ESC. 1:20 CON MURO LADRILLO CONFINADO DETALLE DE COLUMNETA DE AMARRE d COLUMNA 5 5 5 5 DE AMARRE AL CIMIENTO CORRIDO DETALLE DE ANCLAJE DE COLUMNAS SOBRECIMIENTO CIMIENTO \A1;COLUMNETA C-1 ESC:1/20 4Ø3/8" N.F.C. 5 5 4@.15 5 5 5 5 5 Ø1/4" 1@.05, 1@.1, R@.20 DRENAJE S=3% 5 5 5 5 5 5 5 \W4.89662; CAPA DE NATAS \W5.52793; Y GRASA LODOS \W9.09373; BACTERIAS \W9.09373; ANAEROBIAS FILTRO REGISTRO DE LODOS INGRESO DEL DESAGÜE TAPÓN DE LIMPIEZA TAPA SALIDA DE AGUA TRATADA DETALLE BIODIGESTOR AUTOLIMPIABLE (según especificaciones de fabricante) \W0.22771; \A1;REPELLADO A BASE DE MORTERO ARENA \W0.22771; \A1;PROP 1:4 REFORZADO CON MALLA DE \W0.22771; \A1;GALLINERO ANCLADA CON VARILLAS \A1;\S3#8; @ \W0.22771; \A1;50CM \W9.51596; \A1;PLANTILLA DE CONCRETO DE 5CM \W8.06459; \A1;F´C 100 ARMADA CON MALLA \W9.05484; \A1;ELECTROSOLDADA 15*15 DETALLES ROTOPLAS JULIO 2012 INDICADA MUNICIPALIDAD DISTRITAL DISEÑO: REVISADO: M.S.C APROBADO: DIBUJO: Marco_Sanz7@hotmail.com PROYECTO: PLANO : DE ACZO ESCALA: FECHA: FORMATO: DB-01 N° LAMINA: : REGION PROVINCIA DISTRITO : : ANCASH ANTONIO RAIMONDI ACZO INSTALACION DEL SISTEMA DE DESAGUE EN EL CASERIO DE CHOCCHI LUGAR : CHOCCHI A-3

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, biodigestor, block, DWG, einrichtungen, facilities, gas, gesundheit, installation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, rural, treatment plant, wasser bestimmung, wastewater, water