Electric Station – Details DWG Detail for AutoCAD

Electric Station – Details DWG Detail for AutoCAD

Electric Station – Details

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

work:, description, review, Emission for manufacturing assembly, Kgf, seen, date, Obs .: Measurements with units not indicated will be in meters., project, version, Jf, Omasp, Test, Vol. Unit:, Unit Weight:, Name of the piece:, Mold detailing, Fck:, Concrete s.a., Det. form, length, section, Console size, Tolerance of the form, Base, scale, plant, scale, top, scale, Mm comp, Longitudinal reinforcement on each face, post, post, Base, scale, plant, scale, top, scale, post, Base, scale, plant, scale, top, scale, Mm comp, Longitudinal reinforcement on each face, post, Mm comp, Mm comp, Longitudinal reinforcement on each face, Mm comp, Mm comp, Mm comp, Mm comp, Beam section, Capital, plant:, upper view:, plant, Base, Mm comp, Longitudinal reinforcement on each face, Kgf, plant, court, Support of conc. Trans. Type kv current, plant, court, Det., Support of conc. Trans. Of potential kv type, Feature, Capital, court, Det., Feature, Capital, plant, Base, Mm comp, Longitudinal reinforcement on each face, Kgf, Mm comp, plant, court, Support of conc. Sc type, court, Det., Feature, Capital, plant, Base top:, Mm comp, Longitudinal reinforcement on each face, Kgf, plant, court, Support of conc. Kv type sc pedestal isolator, court, Det., Capital, plant, Base, Mm comp, Longitudinal reinforcement on each face, Kgf, plant, View, upper view:, Support of conc. Key switch type kv, Mm features, top, post, top, post, top, upper view, perspective, Concrete beam, court

Raw text data extracted from CAD file:

\A1;48 \A1;9.8 \A1;4.5 \A1;5 \A1;4.8 \A1;22 \A1;21.8 5 5 63 \A1;63 \A1;23 \A1;7.1 \A1;4.5 \A1;5 \A1;2.1 \A1;9.8 \A1;30.8 \A1;145 \A1;5 \A1;30.8 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;100 \A1;175 \A1;975 63 175 30,8 975 \A1;48 \A1;9.8 \A1;4.5 \A1;5 \A1;4.8 \A1;22 \A1;21.8 \A1;5 \A1;5 \A1;75 \A1;63 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;220 \A1;930 \A1;23 \A1;30.8 \A1;100 \A1;450 75 220 1380 30,8 \A1;58 \A1;11.2 \A1;4.5 \A1;5 \A1;6.2 \A1;27.5 \A1;26.8 5 5 75 \A1;79.8 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;145 \A1;5 \A1;220 \A1;1080 \A1;300 \A1;26 \A1;35 \A1;30.8 \A1;145 \A1;5 \A1;99 220 1380 80 200 200 200 200 200 200 20 40 20 \A1;40 \A1;20 60 60 80 80 60 200 200 800 800 190 20 180 20 180 20 180 20 180 20 180 20 180 20 190 47,6 105 195 150 \A1;47.6 \A1;35 \A1;26 \A1;35 105 345 450 47,6 35 26 35 60 150 15 15 15 15 65 \A1;2.5 105 345 450 26 60 150 65 \A1;50 \A1;41 47,6 35 35 15 15 15 15 \A1;65 \A1;56 \A1;3.5 \A1;3.5 \A1;2.5 \A1;28 \A1;37 \A1;65 \A1;30 \A1;56 \A1;28 \A1;37 \A1;2.5 \A1;65 \A1;56 \A1;3.5 \A1;3.5 \A1;2.5 \A1;50 \A1;41 \A1;28 \A1;37 \A1;65 \A1;30 \A1;56 \A1;28 \A1;37 110 240 150 49 35 \A1;49 \A1;15.7 \A1;4.5 \A1;36 \A1;16.2 \A1;5 \A1;3.6 \A1;8.6 \A1;26 \A1;35 49 390 110 35,4 35 26 60 150 15 65 35 15 15 15 \A1;2.5 \A1;50 \A1;41 \A1;28 \A1;37 \A1;65 \A1;40 \A1;56 \A1;28 \A1;37 \A1;65 \A1;56 \A1;3.5 \A1;3.5 \A1;2.5 \A1;120° \A1;2.5 105 195 150 105 345 450 35 26 60 150 15 65 \A1;50 \A1;41 \A1;28 \A1;37 \A1;65 \A1;30 \A1;56 \A1;28 \A1;37 \A1;65 \A1;56 \A1;3.5 \A1;3.5 \A1;2.5 47,6 \A1;47.6 \A1;35 \A1;26 \A1;35 47,6 35 15 15 15 \A1;8.9 \A1;8.9 105 195 150 47,6 \A1;47.6 \A1;35 \A1;26 \A1;35 \A1;100 \A1;180 \A1;180 \A1;15 \A1;15 \A1;15 \A1;85 \A1;85 105 305 20 20 105 305 20 20 \A1;20 \A1;60 \A1;20 415 \A1;10 \A1;10 305 20 20 0,000000000m³ OBRA: DESCRIÇÃO REVISÃO EMISSÃO PARA FABRICAÇÃO E MONTAGEM 0,00000000 kgf 00000MPa 00 VISTO DATA OBS.: MEDIDAS COM UNIDADES NÃO INDICADAS SERÃO EM METROS. AUTOR/DESENV. PROJETO VERSÃO 03: 15/06/2007 J.F.F oMASP Teste Pil1 (20x20x500) 1 VOL. UNITÁRIO: PESO UNITÁRIO: 01 12345 NOME DA PEÇA: Detalhamento de Fôrma fck: PRÉ-FABRICADOS DE CONCRETO S.A. DET. FÔRMA COMPRIMENTO = ± 10mm SEÇÃO = ± 5mm TAMANHO CONSOLE = ± 3mm TOLERÂNCIA DA FÔRMA \A1;9.3 \A1;40 \A1;20 \A1;20 \A1;40 \A1;80 <> <> <> <> <> <> <> Base Escala 1:50 Planta Escala 1:50 <> <> <> 5 <> <> <> <> <> <> Topo Escala 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 16.0 mm comp = 11,46 m 1 Ø 16.0 mm comp = 10,39 m 1 Ø 16.0 mm comp =8,89 m 1 Ø 16.0 mm comp = 7,39 m 1 Ø 16.0 mm comp = 5,39 m ARMADURA LONGITUDINAL EM CADA FACE 18 cm 18 cm 18 cm 18 cm POSTE B-4,5 - 11,5/2000 5 5 5 POSTE B - 11,5/2000 5 <> <> <> <> <> <> <> Base Escala 1:50 Planta Escala 1:50 <> <> <> 5 Topo Escala 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 POSTE B - 4,5 - 16/2000 5 5 5 5 5 5 5 5 <> <> <> <> <> <> <> Base Escala 1:50 Planta Escala 1:50 5 <> <> <> Topo Escala 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ø 16.0 mm comp = 15.96 m 1 Ø 16.0 mm comp = 14.94 m 1 Ø 16.0 mm comp =13.44 m 1 Ø 16.0 mm comp = 11.94 m 1 Ø 16.0 mm comp = 10.44 m ARMADURA LONGITUDINAL EM CADA FACE 63 cm 63 cm 63 cm 63 cm POSTE B - 7 - 16/3000 5 5 5 5 5 5 5 1 Ø 16.0 mm comp =8.94 m 63 cm 2 Ø 16.0 mm comp = 15.96 m 1 Ø 16.0 mm comp = 14.44 m 1 Ø 16.0 mm comp =12.94 m 1 Ø 16.0 mm comp = 11.44 m 1 Ø 16.0 mm comp = 9.44 m ARMADURA LONGITUDINAL EM CADA FACE 63 cm 63 cm 63 cm 63 cm 1 Ø 16.0 mm comp = 5.94 m 63 cm 1 Ø 16.0 mm comp =14.44 m 63 cm 1 Ø 16.0 mm comp =6.94 m 63 cm 1 Ø 16.0 mm comp =4.44 m 63 cm 5 5 5 Seção da Viga 5 5 5 5 5 5 5 5 5 CAPITEL 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA: VISTA SUPERIOR: 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Planta BASE 5 5 5 5 2 Ø 16.0 mm comp = 4.50 m ARMADURA LONGITUDINAL EM CADA FACE B-3 - 4,5 - 1500 kgf 5 5 5 5 5 5 5 5 5 DET.01 A A 5 5 B B Planta CORTE A-A 5 5 5 SUPORTE DE CONC. P/ TRANSF. DE CORRENTE 69 kV - TIPO SC-TC-69 5 5 5 5 5 5 5 5 5 DET.01 A A 5 5 B B Planta CORTE A-A CORTE B-B 5 5 5 5 5 DET. 01 5 5 5 5 5 SUPORTE DE CONC. P/ TRANSF. DE POTENCIAL 69 kV - TIPO SC-TP-69 RASGO (18X50mm) (4x) 5 5 5 CAPITEL 5 5 5 5 5 CORTE B-B 5 5 DET. 01 5 5 5 5 5 RASGO (18X60mm) (4x) 5 5 5 CAPITEL 5 5 5 5 5 5 5 5 5 Planta BASE 2 Ø 16.0 mm comp = 5.00 m ARMADURA LONGITUDINAL EM CADA FACE B-3 - 5 - 1500 kgf 5 1 Ø 16.0 mm comp =3.14 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DET.01 A 5 5 B B Planta CORTE A-A 5 5 5 SUPORTE DE CONC. P/ PÁRA-RAIOS 69kv - TIPO SC - PR-69 CORTE B-B 5 5 DET. 01 5 5 5 5 5 RASGO (18X50mm) (3x) 5 5 5 CAPITEL 5 5 5 5 5 5 5 5 5 5 Planta BASE E TOPO: 5 5 5 5 2 Ø 16.0 mm comp = 4.50 m ARMADURA LONGITUDINAL EM CADA FACE B-3 - 4,5 - 1500 kgf 5 5 5 5 5 5 5 5 5 DET.01 A A 5 5 B B Planta CORTE A-A 5 5 5 SUPORTE DE CONC. P/ ISOLADOR DE PEDESTAL 69 kv - TIPO SC - IP-69 CORTE B-B 5 5 DET. 01 5 5 5 5 5 5 5 5 CAPITEL 5 5 5 5 5 5 5 5 5 5 5 Planta BASE 5 5 5 5 2 Ø 16.0 mm comp = 4.50 m ARMADURA LONGITUDINAL EM CADA FACE B-3 - 4,5 - 1500 kgf Planta 5 5 5 5 5 5 5 5 B B A A 5 5 5 5 VISTA A-A VISTA B-B VISTA SUPERIOR: 5 5 5 5 SUPORTE DE CONC. P/ CHAVE SECCIONADORA 69 kv - TIPO SC-SEC-69 5 5 5 RASGOS 18X48 mm 5 5 5 11 10 7 9 8 5 5 5 5 TOPO POSTE 4,5/1500 POSTE 4,5/1500 TOPO A POSTE 5/1500 POSTE 4,5/1500 TOPO VISTA SUPERIOR PERSPECTIVA VIGA DE CONCRETO (VER SEÇÃO) A A 5 5 CORTE A-A 5 5 5

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