Electric Towers DWG Detail for AutoCAD

Electric Towers DWG Detail for AutoCAD

Several details of electric towers with charges

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

Tower type, Longitudinal view, see detail, see detail, see detail, Ground level, front view, control room, Stockbride shock absorber, Acsr mcm driver, Steel guaya, of aluminum, Galvanized steel shackle, Hook steel ball ansi, Ball type suspension isolator, Of ansi, Socate type ansi steel, Aluminium alloy, Jaw type for driver’s mooring, Suspension clamp for alloy conductor, Connector type for guard driver, Copper conductor no. Awg, metallic structure, Driver tie clip type clamp, Guard, Connector to fix copper conductor no. Awg, Hook steel ball ansi, detail, detail, detail, item., material’s list, description, Esc., section, Esc., section, Esc., section, Ground level, grill, Foundation type, Tower type, Loads without safety factor, Loading table, Hip, Structural weight:, Sidor sidor alten, Grille foundations:, Total weight, tower:, All structural steel shall be galvanized in accordance, To be armed at the site of its installation., Dim dim, Structural steel astm astm, According to the standard astm, All connecting pieces must be galvanized, With the requirements of the standard astm, Steel foundations without, The towers must be of the celestial type, Maximum angle, Unless another unit is indicated., All dimensions are expressed in millimeters, materials:, concrete., Tower type:, Notes:

Raw text data extracted from CAD file:

TORRE TIPO ATD90 VISTA LONGITUDINAL 10700 13500 2600 24200 10900 \A1;4000 VER DETALLE --- 13 13 \A1;4000 \A1;2700 VER DETALLE --- 13 VER DETALLE --- NIVEL DE TERRENO 11 11 VISTA FRONTAL SALA DE CONTROL 11 12 AMORTIGUADOR STOCKBRIDE CONDUCTOR ACSR 266.8 MCM GUAYA DE ACERO d 5/16" DE ALUMINIO GRILLETE DE ACERO GALVANIZADO d 1-1/2" GANCHO BOLA CERRADO, ACERO GALVANIZADO, ANSI 52-3 AISLADOR DE SUSPENCION 15 kV, TIPO BOLA SOCATE, DE 254x146 mm, ANSI 52-3 SOCATE TIPO OJO, ACERO GALVANIZADO, ANSI 52-3 ALEACION DE ALUMINIO MORDAZA TIPO GRAPA, PARA AMARRE DE CONDUCTOR DE MORDAZA DE SUSPENSION PARA CONDUCTOR DE ALEACION CONECTOR TIPO PARALELO, PARA CONDUCTOR DE GUARDA Y CONDUCTOR DE COBRE No. 2 AWG A ESTRUCTURA METALICA MORDAZA TIPO GRAPA PARA AMARRE DE CONDUCTOR DE GUARDA CONECTOR PARA FIJAR CONDUCTOR DE COBRE No. 2 AWG GANCHO BOLA ABIERTO, ACERO GALVANIZADO, ANSI 52-3 DETALLE --- 4 3 6 7 1 DETALLE 3 --- 1 5 4 DETALLE 2 --- 13 11 12 10 9 10 1 8 1 10 5 6 7 9 8 ITEM. 2 3 4 1 LISTA DE MATERIALES DESCRIPCION ESC. 1:75 SECCION ESC. 1:75 SECCION ESC. 1:75 SECCION 400 1200 400 \A1;1300 2800 1200 2600 \A1;1300 \A1;900 13500 24200 \A1;2000 \A1;2000 10900 \A1;2000 \A1;2000 \A1;2000 \A1;4000 \A1;1200 \A1;1400 10700 \A1;4000 \A1;1400 \A1;1200 \A1;1400 \A1;1400 \A1;1200 \A1;2700 \A1;1500 NIVEL DE TERRENO PARRILLA FUNDACION TIPO TORRE TIPO ATD90 400 2100 1300 650 650 \A1;6000 L6 V6 T6 \A1;5900 \A1;5900 L6 V6 T6 650 2200 L5 T5 V5 L3 T3 V3 \A1;5900 1500 T1 V1 L1 \A1;2800 L5 L4 V5 T5 V4 T4 V2 T2 L2 CARGAS SIN FACTOR DE SEGURIDAD 243 386 386 386 386 386 386 386 386 386 V3 TABLA DE CARGAS (Kg) \A1;1500 650 2800 1500 \A1;1500 2200 \A1;5900 1500 197 197 466 197 274 274 159 121 273 234 159 197 197 466 197 45 348 CG C D D C 273 121 234 L1 B A HIP T1 159 167 167 167 83 167 167 167 197 197 197 197 348 45 167 167 167 V1 273 121 234 L2 167 159 197 197 197 197 274 274 167 167 167 167 167 167 121 273 234 T2 167 167 167 V2 254 254 904 338 338 338 510 510 904 338 338 338 -2 679 168 509 423 T3 509 168 423 L3 5133 5133 338 338 338 338 510 510 215 548 462 254 254 338 338 338 338 -2 679 338 338 338 338 510 510 509 168 423 L4 168 509 423 T4 215 386 386 386 386 386 386 386 338 338 338 338 -81 758 386 386 386 V4 548 462 129 L5 338 338 338 338 -238 915 136 627 541 386 386 386 386 386 386 386 386 386 386 V5 129 T5 50 L6 386 136 338 338 338 338 510 510 386 386 386 386 386 386 50 627 541 T6 386 386 386 V6 PESO DE ESTRUCTUTRA: o SIDOR PS25; SIDOR ALTEN 4 FUNDACIONES TIPO PARRILLA: PESO TOTAL TORRE: ' 4 x 500 = 2000 kg 6900 kg 4900 kg 5.- TODO ACERO ESTRUCTURAL DEBERA SER GALVANIZADO DE ACUERDO ATORNILLADA, PARA SER ARMADA EN EL SITIO DE SU INSTALACION. o DIM ST37; DIM ST52 ACERO ESTRUCTURAL : ASTM A36; ASTM - A2 - A42 DE ACUERDO CON LA NORMA ASTM A-153. 6.- TODAS LAS PIEZAS DE CONEXION DEBERAN SER GALVANIZADAS CON LOS REQUISITOS DE LA NORMA ASTM A-123. 4.- FUNDACIONES DE ACERO - TIPO PARRILLA, SIN EMPLEO DE 3.- LAS TORRES DEBEN SER DEL TIPO AUTOSOPORTADO, DE CELOSTA ATD'90 - ANCLAJE, TERMINAL, ANGULO MAXIMO 90° A MENOS QUE SE INDIQUE OTRA UNIDAD. 1.- TODAS LAS DIMENSIONES ESTAN EXPRESADAS EN MILIMETROS MATERIALES: ' CONCRETO. 2.- TIPO DE TORRE: NOTAS:

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	alta tensão, autocad, beleuchtung, charges, DETAIL, details, détails électriques, detalhes elétrica, DWG, electric, electrical details, elektrische details, haute tension, high tension, hochspannung, iluminação, kläranlage, l'éclairage, la tour, lighting, torre, tower, towers, treatment plant, turm