Sludge Digester DWG Detail for AutoCAD

Sludge Digester DWG Detail for AutoCAD

functional and structural details of sludge digesters for wastewater

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

kind, Wall, kind, General subdireccion of construction, Regional central pacific management, State management in colima, Water management sanitation, of the water, National commission, kind, Wall, kind, kind, stairs, Wall, cut, stairs, Niv, Vars, Vars, Anchor ring, Armed in corners, Vertical structural joint on walls, Additional reinforcement, kind, template, kind, kind, Wall, Esp. of the tube, Annular, tube, tube, kind, Anchor cock crow with, Sole of, Var. Lisa, maximum, Vars Smooth, Vars, By step, Niv, Sole of, N.p.t. variable, template, N.p.t. variable, see detail, Railing, see detail, Dimensions in centimeters except those indicated in other levels in meters., The concrete will be with cement type ii waterproofing, Dosed according to the manufacturer., The foundation will be offset in a simple concrete template, Cm. of thickness., The overlaps will be the diameter of the rod., All construction joints should be cleaned with wire brush water, Before starting the new casting. Adding an adhesive to bond, The load capacity of land design was, The live design load on the slabs was, The structural steel will be astm., The welding will be with electrode, All bands of p.v.c. Should be vulcanized., This plane is with the corresponding functional planes., The location of the ladder is indicated in the functional plane, The structural joint in foundation slab is to be cast, Should be monolithic in foundation slab., The free coatings will be cms. Free of cms. in, Slab of maneuvers., It should not overlap more than in the same section., All interior dimensions are checked in the functional planes., See location of piping diameters in functional plane., Reinforcement wall, P.v.c. band, template, Similar stamp, P.v.c. band, Foundation, Reinforcement slab, Cm., Detail board construction, In foundation slab, rough surface, kind, kind, Slab of, Tube of cm., angle of, Maneuvers, angle of, Stairway maneuvers, Tube of cm., Sole of, Pzas, Per cm angle., kind, Detail of the railing in slab, amounts of work, excavation, Stuffed, Concrete:, Fc, Cimbra:, Foundation, Walls, Slabs, reinforcing steel:, Integral waterproofing, P.v.c. band Sina similar, structural steel, Similar sika seal of cm., unity, quantity, Kg., Kg., Additional, Vars, Vars, Additional, kind, kind, Horizontal corner reinforcement, Sludge digester, scale, Longitudinal cut, Vars, Vars, See joint detail, of construction, stairs, Marine, Railing, Slab of maneuvers, Slab of maneuvers, Railing, Marine, stairs, of construction, See joint detail, Construction gasket, goes up, Construction gasket, Indicates joint, Constructive in, see detail, Foundation slab, see detail, Constructive in, Indicates joint, Slab of maneuvers, Construction gasket, Construction gasket, Projection slab, Foundation, scale, Vars, Vars, Vars, Vars, Vars, Vars, Vars, Vars, N.p.t., cross-section, N.p.t., Vars, Vars, Vars, Vars, Vars, Vars, Vars, N.p.t., kind, To old with new., Diam., Reinforcement details, cut, welding, Max., Trabes, Slab of maneuvers, Railing, Railing, Slab of maneuvers, Vars, Mobile railing, kind, kind, see detail, Anchor to fix equipment, plane of, see detail, plane of, Niv, Sika, detail, Sika, see detail, surveillance, Shed, access, sidewalk, north, Of sludge, Digester, sidewalk, Thickener, of water, box of, entry, Settler, primary, Settler, primary, tower of, load, filter, primary, Biological filter, recirculation, Carcamo, operation, maintenance, building, principal, building of, Substation, sidewalk, recirculation, Water sludge, Carcamo, filter, primary, secondary, filter, Biological filter, Carcamo, Biological filter, secondary, recirculation, sidewalk, filter, tower of, load, secondary, Settler, secondary, Settler, garden, sidewalk, Tanks of, Contact of, chlorine, effluent, measurer, Parshall, Biological filter, Horizontal reinforcement, Horizontal reinforcement, See horizontal reinforcement in corner details, No horizontal reinforcement in corner details, Lock, N.d., Niv, N.d.

Raw text data extracted from CAD file:

30 30 30 ( TIPO ) 30 ( TIPO ) 30 30 30 30 30 20 20 20 20 20 20 15 51 30 30 30 30 200 h/2 h/2 h MURO 150 20 120 90 20 70 17.5 17.5 35 30 15 15 A 45 45 120 200 30 200 ( TIPO ) 30 35 925 925 200 100 1850 1850 100 200 925 925 150 925 925 925 925 120 1200 1200 100 100 1850 50 (TIPO) 50 100 350 100 50 60 30 60 30 30 30 100 350 100 50 50 (TIPO) 35 100 30 100 350 100 50 50 (TIPO) 35 50 30 100 100 50 d c 45° 60° 200 200 100 500 130 (TIPO) 130 (TIPO) 50 (TIPO) 130 (TIPO) SUBDIRECCION GENERAL DE CONSTRUCCION GERENCIA REGIONAL PACIFICO CENTRO GERENCIA ESTATAL EN COLIMA GERENCIA DE AGUA POTABLE Y SANEAMIENTO DEL AGUA COMISION NACIONAL \A1;30 \A1;120 \A1;30 \A1;51 \A1;30 \A1;150 \A1;20 \A1;30 \A1;20 \A1;15 \A1;20 \A1;20 \A1;20 \A1;20 \A1;20 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;200 \A1;30 \A1;30 ( TIPO ) \A1;h MURO \A1;h/2 \A1;h/2 \A1;30 ( TIPO ) \A1;90 \A1;20 \A1;90 \A1;90 \A1;70 \A1;15 \A1;15 \A1;30 \A1;35 \A1;17.5 \A1;17.5 \A1;45 \A1;45 \A1;120 \A1;200 \A1;30 \A1;200 ( TIPO ) \A1;30 \A1;35 \A1;925 \A1;925 \A1;200 \A1;100 \A1;1850 \A1;1850 \A1;100 \A1;200 \A1;925 \A1;925 \A1;150 \A1;925 \A1;925 \A1;925 \A1;925 \A1;120 \A1;1200 \A1;1200 \A1;100 \A1;100 \A1;1850 \A1;50 (TIPO) \A1;50 \A1;100 \A1;350 \A1;100 \A1;50 \A1;60 \A1;30 \A1;60 \A1;30 \A1;30 \A1;30 \A1;100 \A1;350 \A1;100 \A1;50 \A1;50 (TIPO) \A1;35 \A1;100 \A1;30 \A1;100 \A1;350 \A1;100 \A1;50 \A1;50 (TIPO) \A1;35 \A1;50 \A1;30 \A1;100 \A1;100 \A1;50 \A1;d \A1;c \A1;45° \A1;60° \A1;200 \A1;200 \A1;100 \A1;500 \A1;130 (TIPO) \A1;130 (TIPO) \A1;50 (TIPO) \A1;130 (TIPO) \A1;130 (TIPO) 1 # 3 @ 20 30 15 ESCALERA - E L E V A C I O N - C O R T E C - C MURO CORTE D - D ESCALERA 120 30 51 30 NIV. 21.50 150 20 VARS. # 4 @ 20 30 20 VARS. # 4 VARS. # 3 @ 20 15 D 20 20 1 # 3 @ 20 3 # 4 D 20 20 20 30 30 30 ANILLO DE ANCLAJE 30 N O T A S : ARMADO EN ESQUINAS JUNTA CONSTRUCTIVA VERTICAL EN MUROS 30 30 L 15 X 15 X 0.63 @ 120 E S C A L E R A M A R I N A E L E V A C I O N # 3 @ 15 ARMADO ADICIONAL 200 ( TIPO ) # 4 @ 15 30 PLANTILLA 0.5 TIPO P 30 ( TIPO ) h MURO h/2 0.5 ESP. DEL TUBO L ANULAR DEL e TUBO P e TUBO 10 h/2 30 ( TIPO ) ANCLA PATA DE GALLO CON SOLERA DE 1.27 x 0.3 VAR. LISA # 6 120 ( MAXIMO ) VARS. LISAS #6 VARS. # 4 @ 15 ( 3 POR ESCALON ) 90 NIV. 21.50 SOLERA DE 5.08 X 0.79 ( 2" X 5/16" ) 20 N.P.T. VARIABLE PLANTILLA N.P.T. VARIABLE 90 90 ( VER DETALLE ) BARANDAL BARANDAL ( VER DETALLE ) 70 ACOTACIONES EN CENTIMETROS EXCEPTO LAS INDICADAS EN OTRA UNIDAD, NIVELES EN METROS. EL CONCRETO SERA f'c= 250 kg/cm. , CON CEMENTO TIPO II E IMPERMEABILIZANTE INTEGRAL, DOSIFICADO SEGUN EL FABRICANTE. LA CIMENTACION SE DESPLANTARA EN UNA PLANTILLA DE CONCRETO SIMPLE f'c=100 kg/cm. , DE 5 CM. DE ESPESOR. LOS TRASLAPES SERAN DE 40 VECES EL DIAMETRO DE LA VARILLA. TODAS LAS JUNTAS DE CONSTRUCCION DEBERAN LIMPIARSE CON CEPILLO DE ALAMBRE Y AGUA A PRESION ANTES DE INICIAR EL NUEVO COLADO. AGREGANDO UN ADESIVO PARA UNIR CONCRE- LA CAPACIDAD DE CARGA DE DISENO DE TERRENO FUE DE ft= 8 TON/m. LA CARGA VIVA DE DISENO EN LAS LOSAS FUE DE 500 kg/m. EL ACERO ESTRUCTURAL SERA A-36 ASTM. LA SOLDADURA SERA CON ELECTRODO E-6010 TODAS LAS BANDAS DE P.V.C. SE DEBERAN VULCANIZAR. ESTE PLANO SE COMPLEMENTA, CON LOS PLANOS FUNCIONALES CORRESPONDIENTES. LA UBICACION DE LA ESCALERA SE INDICA EN EL PLANO FUNCIONAL LA JUNTA CONSTRUCTIVA EN LOSA DE CIMENTACION ES OPCIONAL, DE SER POSIBLE, EL COLADO DEBERA SER MONOLITICO EN LOSA DE CIMENTACION. LOS RECUBRIMIENTOS LIBRES SERAN DE 5 CMS. LIBRES EN CIMENTACION, MUROS, DE 3 CMS. EN LOSA DE MANIOBRAS. NO SE DEBE TRASLAPAR MAS DEL 50% EN UNA MISMA SECCION. TODAS LAS DIMENSIONES INTERIORES SE VERIFICARAN EN LOS PLANOS FUNCIONALES. VER UBICACION DE TUBERIAS Y DIAMETROS EN PLANO FUNCIONAL. 1.- 2.- 3.- 4.- 5.- 6.- 7.- 8.- 9.- 10.- 11.- 12.- 13.- 14.- 15.- 16.- 17.- 2 2 2 2 - P L A N T A - 15 15 30 REFUERZO MURO BANDA DE P.V.C. PLANTILLA SELLO SIKA-FLEX 1A o SIMILAR BANDA DE P.V.C. DE CIMENTACION REFUERZO LOSA 2 cm. 2 cm. 35 17.5 17.5 DETALLE JUNTA DE CONSTRUCCION - E L E V A C I O N - EN LOSA DE CIMENTACION SUPERFICIE RUGOSA TIPO 0.4 TIPO LOSA DE 0.4 45 45 120 TUBO DE d=6 CM. (2") x 5.44 Kg/m. ANGULO DE 10.2 x 0.6 ( 4" x 4" ) MANIOBRAS 15 15 (4" X 1/4") 10.2 X 0.6 ANGULO DE - E L E V A C I O N - MANIOBRAS Y ESCALERA S/ESCALA X 5.44 Kg/M. TUBO DE d=6 CM. SOLERA DE 1.27 X 0.3 (1/2" X 1/8") 2 PZAS. POR ANGULO L=15 CM. TIPO 0.4 DETALLE DEL BARANDAL EN LOSA DE CANTIDADES DE OBRA C O N C E P T O EXCAVACION RELLENOS CONCRETOS: f'c = 100 kg/cm. f'c = 250 kg/cm. CIMBRA: CIMENTACION MUROS LOSAS ACERO DE REFUERZO: fy = 4200 kg/cm. IMPERMEABILIZANTE INTEGRAL BANDA DE P.V.C. SINA 022/5A O SIMILAR ACERO ESTRUCTURAL A - 36 SELLO DE SIKA - 1A O SIMILAR DE 2 X 2 CM. UNIDAD CANTIDAD m. m. m. m. m. m. m. kg. kg. m. kg. m. 3 2 2 2 3 3 3 42 1500 40 2700 76800 50 960 45 540 40 80 980 ( ADICIONALES ) VARS. # 3 @ 15 VARS. # 4 @ 15 VARS. # 4 @ 15 200 VARS. # 3 @ 15 ( ADICIONALES ) ( TIPO ) 30 200 ( TIPO ) 30 REFUERZO HORIZONTAL EN ESQUINA P L A N T A DIGESTOR DE LODOS ESCALA 1 : 25 CORTE LONGITUDINAL A - A E L E V A C I O N 2 # 6 VARS. # 4 @ 15 30 VARS. # 5 @ 20 150 5 35 925 925 VER DETALLE " 1 " DE JUNTA DE CONSTRUCCION ESCALERA MARINA 200 100 BARANDAL LOSA DE MANIOBRAS 1850 1850 LOSA DE MANIOBRAS BARANDAL 100 200 MARINA ESCALERA DE CONSTRUCCION VER DETALLE " 1 " DE JUNTA 925 925 S=1:1 S=1:1 150 30 925 925 100 JUNTA CONSTRUCTIVA 925 925 30 100 100 6x30=180 150 SUBE 120 JUNTA CONSTRUCTIVA S=1:1 1200 INDICA JUNTA CONSTRUCTIVA EN ( VER DETALLE 2" ) LOSA DE CIMENTACION LOSA DE CIMENTACION ( VER DETALLE 2" ) CONSTRUCTIVA EN INDICA JUNTA 1200 LOSA DE MANIOBRAS S=1:1 S=1:1 JUNTA CONSTRUCTIVA S=1:1 S=1:1 JUNTA CONSTRUCTIVA 100 100 0.30 0.30 B B PROYECCION LOSA DE CIMENTACION 1850 P L A N T A G E N E R A L ESCALA 1: 100 50 (TIPO) 50 (TIPO) VARS. # 4 @ 20 100 VARS. # 4 @ 15 350 100 VARS. # 4 @ 15 VARS. # 4 @ 20 (TIPO) 50 VARS. # 5 @ 20 VARS. # 4 @ 15 2 # 6 60 30 60 20 30 30 1850 1850 30 VARS. # 4 @ 20 VARS. # 4 @ 15 100 350 VARS. # 4 @ 15 100 VARS. # 4 @ 20 (TIPO) 50 50 (TIPO) 35 5 VARS. # 5 @ 20 VARS. # 4 @ 15 2 # 6 100 N.P.T. N.P.T. E L E V A C I O N CORTE TRANSVERSAL B - B N.P.T. 1850 30 100 350 VARS. # 4 @ 15 100 VARS. # 4 @ 20 (TIPO) 50 50 (TIPO) 35 5 150 VARS. # 5 @ 20 30 VARS. # 4 @ 15 2 # 6 2 # 6 VARS. # 4 @ 15 30 VARS. # 5 @ 20 150 50 (TIPO) VARS. # 4 @ 20 VARS. # 4 @ 15 30 N.P.T. 100 100 50 ( TIPO ) TO VIEJO CON NUEVO. 55 55 65 85 145 -- 8 10 11 13 17 24 17 23 29 34 45 61 7 9 12 14 18 29 10C 8C 6C 5C 4C 3C a DIAM. DETALLES DEL REFUERZO r=a/2 d c b c d 5 a/2 b 0 a 0.2 0.3 a 0.6 A A 5 CORTE A-A 0 a 0.2 SOLDADURA 0.3 Max. TRABES m. 2 10 20 LOSA DE MANIOBRAS BARANDAL 200 BARANDAL 200 LOSA DE MANIOBRAS VARS. # 3 @ 20 I I 100 500 100 E E H H C C BARANDAL MOVIL TIPO 0.4 TIPO - E S T R U C T U R A L - VER DETALLE " Z " ( ANCLA PARA FIJAR EQUIPOS PLANO 2 DE 2 ) VER DETALLE " W " ( PLANO 2 DE 2 ) NIV. 21.50 3 12 130 (TIPO) 130 (TIPO) 2 # 5 @ 20 2 # 5 @ 20 50 (TIPO) 2 # 5 @ 20 130 (TIPO) 130 (TIPO) 2 # 5 @ 20 2 # 5 @ 20 SIKA 0-22/5A DETALLE " 1 " DETALLE " 2" SIKA 0-22/5A VER DETALLE " 1 " VER DETALLE " 1 " VER DETALLE " 1 " VER DETALLE " 1 " z VIGILANCIA CASETA DE ACCESO banqueta NORTE DE LODOS DIGESTOR banqueta ESPESADOR DE AGUA CAJA DE INGRESO SEDIMENTADOR PRIMARIO No.2 SEDIMENTADOR PRIMARIO No.1 TORRE DE CARGA No.1 FILTRO No.1 PRIMARIO FILTRO BIOLOGICO RECIRCULACION CARCAMO DE No.2 A I N F L U E N T E OPERACION Y MANTENIMIENTO EDIFICIO PRINCIPAL EDIFICIO DE SUBESTACION banqueta RECIRCULACION DE AGUA Y LODOS CARCAMO DE FILTRO No.2 PRIMARIO SECUNDARIO FILTRO No.3 FILTRO BIOLOGICO No.2 CARCAMO DE FILTRO BIOLOGICO SECUNDARIO RECIRCULACION banqueta FILTRO No.4 TORRE DE CARGA No.2 SECUNDARIO SEDIMENTADOR SECUNDARIO SEDIMENTADOR No.2 No.1 JARDIN banqueta TANQUES DE CONTACTO DE CLORO EFLUENTE CLORACI0N MEDIDOR PARSHALL FILTRO BIOLOGICO C R O Q U I S D E L O C A L I Z A C I O N REFUERZO HORIZONTAL REFUERZO HORIZONTAL REFUERZO HORIZONTAL # 4 @ 15 REFUERZO HORIZONTAL ( VER REFUERZO HORIZONTAL EN DETALLES DE ESQUINAS ) ( NO SE INDICA REFUERZO HORIZONTAL EN DETALLES DE ESQUINAS ) T-2 T-2 TRABE T-1 N.D. 17.65 N.D. 17.65 N.D. 17.65 NIV. 21.50 NIV. 21.50 NIV. 21.50 N.D. 17.65 N.D. 17.65 N.D. 17.65 N.D. 17.65

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, details, digester, DWG, effluent, functional, kläranlage, sludge, structural, treatment plant, wastewater