Spindle DWG Model for AutoCAD

Spindle DWG Model for AutoCAD

STANDARD FIXED SPINDLE Model 8000 505 M.

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

Detail of berths, Dimensions of berths., The pipe., Diameter of, cross., elbow, volume, In centimetres, weight, elbow, tee., It is recommended to construct concrete berthing only on, principal line, In cementitious connections of mm the construction of, Concrete docking is not necessary., The filling of the ditches, To the middle of the tube then a, A tamped filling, Only in the case of class pipes, Being agricultural land is not required, Will be with the product of the excavation., Template at the bottom of the trench., filling, Initial t., Dump filler, diameter, nominal, ditch, width of, Trench detail, Trench, depth, Trench detail for multiple pipe, filling, Initial t., For main pipe in combinations with, Secondary pipe, north, system:, archive:, date:, scale:, National Water Comission, Ing. Roberto ruiz domínguez, draft:, Vo. Bo:, Ing. Jaime martinez vazquez, revised:, Approved:, Ranch:, Teflon tape, Neoprene packing flange mm, Tor. Hex nut Rond. Mm, Mm phone reel, lot, Simple download, Discharge to the pivot, lot, Irrigation tube mm, lot, Metric mm mm curve, lot, Metric mm mm curve, Male plug galv. Mm, Neoprene packing flange mm, Neoprene packing flange mm, Tor. Hex nut Rond. Mm, Tor. Hex nut Rond. Mm, Flange hid. Hundred Mm, Cute mm, Valv. Hydr. Quick relief, Coil, Mm phone reel, Mod meter Mm, lot, Download check, discharge, quantity, unity, description, key, Ref., List of materials references, water well, Pastures, M.a., M.a., source, culture, Consumptive use, Final canyon area, Number of fields, Length according to pivot design, Structural length per pivot, Area below the structure, Total wetted area, Amps, Valley, Lps, Super spray, Lps, Power per pivot, Geared motors, total area, sheet, spending, Return to minimum time per pivot, Towers by pivot, Regime of application, Max. Instant app, Sprinkler spacing, System pressure, Type of fertilization, Model of the issuer, Design expenditure, M.a., Sprinkler pressure, Loss of friction on the side, Summary of pressures, M.a., System pressure, Slope of pipe, Loss of load on the main line, Loss of charge in the discharge head, Height of the equipment, M.a., pipeline, Source of supply, Symbology, Irrigator, electric cable, Center pivot spans, Discharge to the pivot, Stretch of m., Overhang, Main download, transformer, water well, Source lps, Meters length, Central pivot, Central pivot, irrigation systems, Well discharge, Discharge to the pivot, Download pivot pumping equipment

Raw text data extracted from CAD file:

a a b b a a b a b DETALLE DE ATRAQUES DIMENSIONES DE LOS ATRAQUES. 160-200 315 250 LA TUBERIA. DIAMETRO DE CRUZ. CODO 45° 0.147 m3 VOLUMEN 0.480 0.252 EN CENTIMETROS 70 60 80 70 100 80 a b 35 60 45 h 353 1152 605 kg PESO CODO 90° TEE. 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 8.16323452710077 SE RECOMIENDA CONSTRUIR ATRAQUES DE CONCRETO UNICAMENTE SOBRE LINEA PRINCIPAL EN CONEXIONES CEMENTAR DE 100 MM O MENORES, LA CONSTRUCCIÓN DEL ATRAQUE DE CONCRETO NO ES NECESARIA D D/2 D/2 B/2 H B/2 B D H 2.091049860170699 2.091049860170699 2.091049860170699 EL RELLENO DE LAS ZANJAS HASTA LA MITAD DEL TUBO Y LUEGO UN SE EFECTUARA UN RELLENO APISONADO SOLO EN EL CASO DE TUBERIAS CLASE 3.5 AL SER TERRENO AGRICOLA NO SE REQUIERE SERÁ CON EL PRODUCTO DE LA EXCAVACION. DE PLANTILLA EN EL FONDO DE LA ZANJA. 800 315 RELLENO INICIAL T. CL-3.5 RELLENO A VOLTEO B (mm) D (mm) 200 250 160 32-75 100 600 800 600 400 600 DIAMETRO NOMINAL ZANJA ANCHO DE DETALLE DE ZANJA 2.091049860170699 2.091049860170699 2.091049860170699 900 H (mm) 850 900 800 700 750 DE ZANJA PROFUNDIDAD DETALLE DE ZANJA PARA MULTIPLE TUBERIA 5 5 5 RELLENO INICIAL T. CL-3.5 13-25 350 PARA TUBERIA PRINCIPAL UNICAMENTE, NO COMBINACIONES CON TUBERIA SECUNDARIA S NORTE SISTEMA: Archivo: AGR-04- Fecha: Escala: Comisión Nacional del Agua 1:1000 Ing. Roberto Ruiz Domínguez Proyectó: Vo. Bo.: Ing. Jaime Martínez Vazquez Revisó: Aprobó: RANCHO: CINTA TEFLON 1 PZ EMPAQUE NEOPRENO BRIDA 200 MM 8 PZ TOR. TUERCA HEX. Y ROND. 19.1- 89 MM 1 PZ CARRETE FONO 200-2000 MM 1 LOTE DESCARGA SENCILLA 08" DESCARGA AL PIVOTE 1 LOTE TUBO IRRIGACION C/C 200 MM C/LUBRICANTE 2 LOTE CURVA HIDR METR C/C 45-200 MM A/L 2 LOTE CURVA HIDR METR C/C 90-200 MM A/L 1 PZ 2 PZ TAPON MACHO GALV. 50 MM 2 PZ EMPAQUE NEOPRENO BRIDA 100 MM 5 PZ EMPAQUE NEOPRENO BRIDA 200 MM 40 PZ TOR. TUERCA HEX. Y ROND. 19.1- 89 MM 16 PZ TOR. TUERCA HEX. Y ROND. 15.9- 76 MM 1 PZ BRIDA HID. CEM. 100 MM 1 PZ T FOFO 200-100 MM 1 PZ VALV. HIDR. ALIVIO RAPIDO 82- 4"-QR-CB 1 PZ CARRETE FONO 200-2000 MMC/2 COPLES 50 MM 1 PZ CARRETE FONO 200-2000 MM 1 PZ MEDIDOR DE AGUA/PROPELA MOD. DMP-AC 200 MM 1 LOTE DESCARGA CHECK 08" DESCARGA CANTIDAD UNIDAD DESCRIPCION CLAVE REF. LISTA DE MATERIALES Y REFERENCIAS 80.05 POZO PASTOS 505.00 504.77 8.00 1.00 0.00 80.05 ha m.c.a. mm/día m.c.a. ha ha Fuente Cultivo Uso consuntivo Area del cañón final Numero de campos Longitud según diseño por Pivote Longitud estructural por Pivote Area debajo de la estructura Area diámetro mojado total 9.94 9.00 80.05 12.54 1.20 129.13 35.78 2.90 3.58 8.64 80.00 hr ha hp Amperes Valley mm/pasada mm/pasada mm/hora m mm/dia/ha lps 3.2 80.00 Super spray N/A lps kg/cm2 Potencia por Pivote Motoreductores Area total Lamina 10% Lamina 100% Gasto Vuelta al tiempo mínimo por Pivote Torres y tramos por Pivote Régimen de aplicación Máx. aplicación instantánea Espaciamiento de aspersores Presión del sistema Tipo de fertilizacion Modelo del emisor Gasto de Diseño 7.00 17.43 m.c.a. m.c.a. Presión del aspersor Pérdida de fricción en la lateral RESUMEN DE PRESIONES 31.86 ----- 3.00 1.00 m.c.a. m.c.a. m.c.a. m.c.a. Presión del sistema Desnivel de tuberia Pérdida de carga en la conducción principal Pérdida de carga en el cabezal de descarga Altura del equipo 3.43 m.c.a. TUBERIA FUENTE DE ABASTECIMIENTO SIMBOLOGIA REGANTE CABLE ELECTRICO SPANS DEL PIVOTE CENTRAL DESCARGA AL PIVOTE TRAMO DE 6 5/8" x 54.86 M. VOLADIZO 36.2' (11.03 M) DESCARGA PRINCIPAL TRANSFORMADOR POZO Q fuente 80 lps S Longitud = 505 METROS PIVOTE CENTRAL 1:3500 PIVOTE CENTRAL SISTEMAS DE RIEGO DESCARGA DEL POZO DESCARGA AL PIVOTE DESCARGA EQUIPO DE BOMBEO A PIVOTE

Language	Spanish
Drawing Type	Model
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, N/A
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, Design, distribution, DWG, fixed, fornecimento de água, kläranlage, l'approvisionnement en eau, model, standard, supply, treatment plant, wasserversorgung, water