Typical Bridge Conveyor Belt DWG Block for AutoCAD

Typical Bridge Conveyor Belt DWG Block for AutoCAD

Typical bridge conveyors band used in minings

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

polines de, long cb, long DC, apr., firm, dib., reference plane name, plan no, modifications revisions, Format:, electromechanical assemblies, title:, review, versac o.t .:, draft:, of plan:, client:, design:, drawn:, scale:, approved:, path:, reviewed:, date:, area:, girdle dry coobing mine, rep. belt, arrangement details, change repair of structures met., versac, c. luque, Y. huamani, w. mayta, indicated, ist, coveyor structural steel sections and detail, shougang iron peru s.a.a., truss, ist, coveyor str steel elevation, Technical specifications, paint system will be, anticorrosive epoxy, epoxy enamel, welded joints will be as indicated, the profiles will be made of astm steel except the ind, the notes are valid unless otherwise stated, to white, intermediate color: light gray, unless otherwise indicated, with electrodes, epoxy enamel, finishing color: nile green, z: roy repair of metal structures, ist, coveyor str steel truss framing plant elevation and detail, date, location map, plant, plant view, scale, truss, section, scale, section, scale, section, scale, tip., det. item pg, scale, section, scale, tip., section, scale, tip., section, scale, tip., section, scale, tip., det. pc item, scale, det. item pd, scale, det. item, scale, det. item pf, scale, det. item pg, scale, det. item ph, scale, det. item pi, scale, det. item pk, scale, det. item, scale, det. item pm, scale, scale, union detail, polines de, ptb, pta, truss, cant, item, description, material, obs., dimension, ptb, faith smooth, pta, nut, plant view, scale, spill plate, long cb, long DC, truss, cant, truss, cant, pl.derrame, countershaft detail, scale, ptb, pta, tip., tip., tip., section, scale, det. pn item, scale, det. items, scale, det. item le, scale, profile of, det. ptb item, scale, det. items, scale, det. item lc, scale, det. item, shown, opposite, det. items, scale, det. item wa, scale, tip., tip., pta, section, scale, tip., tip., tip., tip., tip., ptb, section, scale, tip., det. item cm, scale, det. item cp, scale, det. item, shown, opposite, section, scale, section, scale, tip., tip., railing, section, scale, cap screw, scale, detail of bolted union, tip., tip., apr., firm, dib., reference plane name, plan no, modifications revisions, Format:, title:, review, draft:, of plan:, client:, design:, drawn:, scale:, approved:, path:, reviewed:, date:, area:, girdle dry coobing mine, rep. belt, arrangement details, change repair of structures met., versac, w. mayta, indicated, ist, truss, ist, Technical specifications, paint system will be, anticorrosive epoxy, epoxy enamel, welded joints will be as indicated, the profiles will be made of astm steel except the ind, the notes are valid unless otherwise stated, to white, intermediate color: light gray, unless otherwise indicated, with electrodes, epoxy enamel, finishing color: nile green, z: roy repair of metal structures, ist, date

Raw text data extracted from CAD file:

O R R E I H S H O U G A N G F G H D C B E A D C B A H G F E 2 1 3 4 6 7 8 5 1 2 3 6 7 8 !GENTITLE-LL !GENTITLE-RU !GENTITLE-MAX !GENTITLE-INSERT \A1;39 \A1;33 \A1;(Long. Ce) \A1;3 \A1;12000 (Long. Cd) \A1;3 \A1;19 \A1;19 \A1;838 \A1;1905 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;100 \A1;305 \A1;100 \A1;1490 \A1;50 \A1;270 \A1;150 \A1;2230 \A1;65 \A1;70 \A1;2400 \A1;70 \A1;2400 \A1;838 \A1;1905 \A1;2134 \A1;2134 \A1;2134 \A1;22555 \A1;1997 \A1;1575 \A1;321 \A1;1981 \A1;2286 \A1;822 \A1;152 \A1;114 \A1;51 \A1;864 \A1;660 \A1;457 \A1;1270 \A1;51 \A1;152 \A1;559 \A1;1270 \A1;356 \A1;321 \A1;25 \A1;19 \A1;530 \A1;100 \A1;150 \A1;10x10 \A1;216 \A1;152 \A1;51 \A1;114 \A1;51 \A1;32 \A1;89 \A1;32 \A1;70 \A1;216 \A1;152 \A1;70 \A1;52 \A1;133 \A1;30 \A1;32 \A1;76 \A1;216 \A1;152 \A1;70 \A1;52 \A1;133 \A1;30 \A1;32 \A1;76 \A1;1575 \A1;1575 \A1;51 \A1;1575 \A1;1781 (Long. Ci) \A1;19 \A1;908 (Long. Cg) \A1;19 \A1;625 \A1;203 \A1;298 \A1;108 \A1;20 \A1;254 \A1;197 \A1;10x10 \A1;221 \A1;197 \A1;10x10 \A1;140 \A1;50 \A1;150 \A1;100 \A1;10x10 \A1;270 \A1;100 \A1;100 \A1;305 \A1;44 \A1;89 \A1;135 \A1;180 \A1;25 \A1;81 \A1;127 \A1;24 \A1;54 \A1;184 \A1;10x10 \A1;70 \A1;150 \A1;2134 \A1;60° \A1;3 \A1;1295 (Long. C.-C.) \A1;508 \A1;762 \A1;19@1066.8 (3'-6")=20269 (Para Polines de Carga) \A1;762 \A1;508 \A1;1295 \A1;180 \A1;\U+220518 \A1;1706 \A1;1706 \A1;1219 (Long.Ptb) \A1;5842 (Long. Ck) \A1;19 \A1;1978 (Long. Wa) \A1;530 \A1;102 \A1;532 \A1;762 \A1;19@1066.8 (3'-6")=20269 (Polines de carga) \A1;762 \A1;532 \A1;22857 \A1;1356 \A1;38 \A1;(22,555) \A1;(11,403) Long. Cb \A1;(11,403) Long. Cc \A1;1356 (Long. PL Derame) \A1;1295 \A1;180 \A1;\U+220518 \A1;838 \A1;1905 \A1;1676 \A1;224 \A1;625 \A1;711 \A1;711 \A1;711 \A1;127 \A1;838 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;1063 \A1;2134 \A1;2134 \A1;2134 \A1;1067 \A1;1067 \A1;2089 \A1;2440 \A1;224 \A1;625 \A1;1063 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;2134 \A1;1905 \A1;838 \A1;22555 \A1;400 \A1;300 \A1;1060 \A1;1130 \A1;50 \A1;50 \A1;400 \A1;300 \A1;100 \A1;2089 (Long. La) \A1;2440 (Long. Lb) \A1;1130 (Long. Lm) \A1;1060 (Long. Ln) \A1;1490 (Long. Ld) \A1;2230 (Long. Lf) \A1;2400 (Long. Lg) \A1;1706 (Long. Lh) \A1;60 \A1;(1235) \A1;60 \A1;(1356) \A1;1235 \A1;470 \A1;406 \A1;(1219) \A1;5842 (Long. Ck) \A1;1103 (Long. Cm) \A1;(1103) \A1;(1978) \A1;178 (Long. Cn) \A1;38 \A1;76 \A1;53 \A1;133 \A1;30 \A1;216 \A1;152 \A1;76 \A1;108 \A1;13 \A1;51 \A1;1575 \A1;1781 (Long. Ci) \A1;19 \A1;908 (Long. Cg) \A1;19 \A1;625 \A1;44 \A1;51 \A1;127 \A1;1103 \A1;8 \A1;30 \A1;30 \A1;5x5 \A1;48 \A1;36 \A1;114 \A1;(1250) \A1;10 \A1;1250 (Long. Cp) \A1;178 \A1;3 \A1;250 \A1;3 \A1;500 \A1;205 \A1;8 \A1;86 \A1;75 \A1;75 \A1;82 \A1;76 \A1;76 \A1;75 \A1;75 \A1;76 \A1;76 \A1;11403 \A1;8 \A1;11403 \A1;500 \A1;60 \A1;230 \A1;205 \A1;5702 \A1;5702 \A1;(Long. Cf) \A1;3822 \A1;3822 Nº APR. FIRM DIB. A NOMBRE DE PLANO DE REFERENCIA PLANO Nº Nº REVISIONES Y MODIFICACIONES FORMATO: MONTAJES ELECTROMECANICOS TITULO: Revisión : VERSAC O.T.: PROYECTO: N° DE PLANO: CLIENTE: DISEÑO: DIBUJADO: ESCALA: APROBADO: RUTA DE ACCESO: REVISADO: FECHA: AREA: FAJA 011-116 Y DRY COOBING - MINA 725-MEC-TRS-001 B3 REP. FAJA 011-116 (42") ARREGLO Y DETALLES CAMBIO Y REPARACION DE LA ESTRUCTURAS MET. VERSAC C. LUQUE Y. HUAMANI W. MAYTA INDICADA IST - 527 42" COVEYOR #63 30M STRUCTURAL STEEL BENTS, ELEVATION, SECTIONS AND DETAIL A1 Shougang Hierro Peru S.A.A. TRUSS Nº3 Y Nº5 IST - 514 42" COVEYOR #3011 STR STEEL ELEVATION ESPECIFICACIONES TECNICAS 3-EL SISTEMA DE PINTADO SERA A.-BASE: ANTICORROSIVO EPOXICO C/POLIAMIDA (3 MILS) B.-INTERMEDIO: ESMALTE EPOXICO C/POLIAMIDA (3 MILS) 4-TODAS LAS JUNTAS SOLDADAS SERAN COMO SE INDICA 5-TODAS LAS PLANCHAS Y PERFILES SERAN DE ACERO ASTM A-36, EXCEPTO LO IND 6-TODAS LAS NOTAS SON VALIDAS EXCEPTO SALVO INDICACION CONTRARIA 2-ARENADO AL BLANCO SSPC-SP5 COLOR DE INTERMEDIO: GRIS CLARO 1-DIMENSIONES EN MILIMETROS, SALVO INDICACIÓN CONTRARIA CON ELECTRODOS E-70XX C.-ACABADO: ESMALTE EPOXICO C/POLIAMIDA (3 MILS) COLOR DE ACABADO: VERDE NILO 15/06/09 Z: ROY 2009\SHOUGANG\CAMBIO Y REPARACIÓN DE ESTRUCTURAS METALICAS lanos\revB OC-087-09 IST - 515 42" COVEYOR #3011 STR STEEL TRUSS T-1 FRAMING PLANT ELEVATION AND DETAIL REVISIONES_DE_FABRICACION FECHA AREA_INGENIERIA \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; !GENTITLE-LL !GENTITLE-RU !GENTITLE-MAX !GENTITLE-INSERT \A1;Esc 1:40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;8 \A1;7 \A1;6 \A1;5 \A1;4 \A1;3 \A1;2 \A1;1 PLANO DE UBICACION \A1;FAJA 011-116 (42") \A1;VISTA DE PLANTA VISTA DE PLANTA ESCALA :1/40 TRUSS Nº5 5 5 \A1;(5'-2") 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION A ESCALA :1/30 -- \A1;(6'-6 5/8") H -- SECCION H ESCALA :1/20 -- Pg Ph Pi Ld Lf Le Lg SECCION D ESCALA :1/20 -- 5 5 Ch Pb 5 5 5 Tip. Tip. 5 5 5 <>x10 DET. ITEM Pg ESCALA :1/12.5 SECCION E ESCALA :1/10 -- 5 5 5 5 5 5 5 5 5 5 Tip. \A1;4-d22 Pa SECCION F ESCALA :1/10 -- 5 5 5 5 Tip. 5 5 5 5 5 \A1;4-d22 Pb Ta G -- 5 5 5 5 5 5 5 5 \A1;4-d22 Pb Ta SECCION G ESCALA :1/10 -- 5 5 5 5 Pi Pi Lg \A1;(5'-2") 5 Tip. \A1;(5'-2") SECCION C ESCALA :1/20 -- <> (Long. Ci) Ci Ci 5 Tip. 5 <> (Long. Cg) 5 5 Cg Cg 5 5 5 5 DET. ITEM Pc ESCALA :1/12.5 5 5 <>x10 DET. ITEM Pd ESCALA :1/12.5 5 5 <>x10 DET. ITEM Pe ESCALA :1/12.5 5 5 DET. ITEM Pf ESCALA :1/12.5 5 5 <>x10 DET. ITEM Pg ESCALA :1/12.5 5 5 DET. ITEM Ph ESCALA :1/12.5 5 5 DET. ITEM Pi ESCALA :1/12.5 5 Pg Ld Lf Ph Pi Pk Pl DET. ITEM Pk ESCALA :1/12.5 5 5 5 5 5 5 5 5 5 <>x10 DET. ITEM Pl ESCALA :1/12.5 5 5 DET. ITEM Pm ESCALA :1/12.5 Pm Lg Lg Lg 5 5 ESCALA :1/2 DETALLE DE UNION 5 <> (Long. C.-C.) 5 5 19@1066.8 (3'-6")=<> (Para Polines de Carga) 5 5 5 5 \A1;(Tip.) 5 5 5 Lh Cp Cp1 Ptb <> (Long.Ptb) <> (Long. Ck) Ck Le Wa Wa 5 <> (Long. Wa) 5 Pb1 Pb1 Fa Pta Cm Cm TRUSS Nº3 CANT. ITEM 01 DESCRIPCION MATERIAL OBS. L I S T A D E M A T E R I A L DIMENCION 04 Cb 11,405 ASTM-A36 C10"x15.3# 04 Cc ASTM-A36 C10"x15.3# 02 Cd 12,000 ASTM-A36 C10"x30# 02 Ce 4,072 ASTM-A36 C10"x30# 02 Cf ASTM-A36 C10"x30# 04 Cg 908 ASTM-A36 C8"x11.5# 4,072 40 Ch 530 ASTM-A36 C8"x11.5# 02 Ci 1,781 ASTM-A36 C8"x11.5# 10 Ck 5,842 ASTM-A36 C5"x6.7# 20 Cm 1,103 ASTM-A36 C4"x5.4# 08 La L 2 1/2"x2 1/2"x5/16" 2,089 ASTM-A36 36 Lb L 2 1/2"x2 1/2"x5/16" 2,440 ASTM-A36 04 Lc L 2 1/2"x2 1/2"x5/16" 470 ASTM-A36 40 Ptb 1,219 ASTM-A36 02 Ld L 2"x2"x5/16" 1,490 ASTM-A36 10 Le L 2"x2"x5/16" 1,356 ASTM-A36 02 Lf L 2"x2"x5/16" 2,230 ASTM-A36 08 Lg L 2"x2"x5/16" 2,400 ASTM-A36 20 Lh L 2"x2"x5/16" 1,706 ASTM-A36 20 Wa 1,978 ASTM-A36 W8"x18# 04 Fa ASTM-A36 Fe Liso 1"d 22,560 04 Pta ASTM-A36 Pt 2"x1/4" 22,560 04 Pa PL 3/4" 216x152 ASTM-A36 44 Pb PL 3/4" 216x152 ASTM-A36 24 Pc PL 3/8" 298x203 ASTM-A36 20 Pd PL 3/8" 254x197 ASTM-A36 04 Pe PL 3/8" 221x197 ASTM-A36 20 Pf PL 3/8" 140x50 ASTM-A36 02 Pg PL 3/8" 150x100 ASTM-A36 02 Ph PL 3/8" 270x100 ASTM-A36 09 Pi PL 3/8" 305x100 ASTM-A36 20 Pk PL 3/8" 135x180 ASTM-A36 10 Pm PL 3/8" 150x70 ASTM-A36 20 Pl PL 3/8" 184x127 ASTM-A36 84 Ta Tuerca 3/4"d 5 5 5 19@1066.8 (3'-6")=<> (Polines de carga) 5 5 5 5 VISTA DE PLANTA ESCALA :1/40 PLANCHA DE DERRAME 01 Pq PL 1/8" 22,857x1,356 ASTM-A36 5 (22,555) (11,403) Long. Cb (11,403) Long. Cc TRUSS Nº5 01 Cant.: 01 TRUSS Nº3 Cant.: 01 Pq Pq PL.Derrame \A1;(74') \A1;TRUSS Nº3 \A1;TRUSS Nº5 DETALLE DE CONTRAFLECHA ESCALA :1/40 <> (Long. PL Derame) 5 5 5 02 Cn 178 ASTM-A36 C5"x6.7# 5 5 5 5 5 C10"x15.3# 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;(Tip.) \A1;(Tip.) A -- A -- A -- A -- A -- C \A1;(Tip.) Ca Cb Cf Cd Pa Pb Pc Pe Pd Pf 5 Cg Ch Ch La Lb 5 D -- E -- F -- -- Lc 5 5 5 5 5 5 5 5 5 5 5 5 A -- A -- A -- A -- A -- Cc Ce B -- Cn 5 Fa Ptb Pta 5 5 5 5 Lm Ln 04 Lm 1,130 ASTM-A36 04 Ln L 2 1/2"x2 1/2"x5/16" 1,060 ASTM-A36 Pn 02 Pn PL 3/8" 400x300 ASTM-A36 5 5 Cn Lc1 5 Tip. 5 Tip. I -- 5 Tip. SECCION I ESCALA :1/10 -- Pf DET. ITEM Pn ESCALA :1/20 5 5 L 2 1/2"x2 1/2"x5/16" 5 2089 (Long. La) 2440 (Long. Lb) 1130 (Long. Lm) 1060 (Long. Ln) 1490 (Long. Ld) 2230 (Long. Lf) 2400 (Long. Lg) 1706 (Long. Lh) DET. ITEMS ESCALA :1/15 5 (1235) 5 (1356) 5 DET. ITEM Le ESCALA :1/10 Perfil de C10"x15.3# Lc 5 5 (1219) DET. ITEM Ptb ESCALA :1/10 DET. ITEMS ESCALA :1/15 DET. ITEM Lc ESCALA :1/10 (Mostrado) DET. ITEM Lc1 (Opuesto) 04 Lc1 L 2 1/2"x2 1/2"x5/16" 470 ASTM-A36 Mostrado Opuesto DET. ITEMS ESCALA :1/20 5842 (Long. Ck) <> (Long. Cm) (1103) (1978) DET. ITEM Wa ESCALA :1/30 178 (Long. Cn) 5 Tip. 5 Tip. Fa Pta K -- SECCION K ESCALA :1/10 -- 5 5 5 5 5 5 5 5 5 Ta Tip. 5 Tip. 5 5 Tip. 5 Tip. 5 Tip. 5 Rev.B3 Pt 2 1/2"x1/2" Ptb Ptb 5 \A1;(Verificar en terreno) \A1;(Verificar en terreno) Pg 5 5 \A1;(5'-2") SECCION B ESCALA :1/20 -- <> (Long. Ci) Ci 5 Tip. 5 <> (Long. Cg) 5 5 Cg Cg 5 Lc1 Lc Pg 5 Cn Cn 5 5 5 11,405 08 P1 PL 3/8" 60x500 ASTM-A36 04 P2 PL 3/8" ASTM-A36 205x500 5 5 <>x5 DET. ITEM Cm ESCALA :1/20 10 Cp 1,250 ASTM-A36 C6"x8.2# 5 5 5 (1250) DET. ITEM Cp ESCALA :1/20 (Mostrado) DET. ITEM Cp1 (Opuesto) Mostrado Opuesto 10 Cp1 1,250 ASTM-A36 C6"x8.2# 5 SECCION L ESCALA :1/20 -- M -- L -- SECCION M ESCALA :1/20 -- 5 Tip. 5 Tip. <> (Long. Cp) 5 Pc Pc Pc Pb1 Pe Pc Pc Pc Lb Baranda Baranda Baranda 20 Pb1 PL 3/4" 216x152 ASTM-A36 Pb1 N -- N -- 5 5 SECCION N ESCALA :1/20 5 -- 5 5 (Long. Ce) 5 12000 (Long. Cd) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 P1 P2 Perno 3/4" ESCALA :1/12.5 DETALLE DE UNION ENPERNADA 5 P3 04 P3 PL 3/8" ASTM-A36 230x500 Tip. 5 Tip. 5 5 5 5 5 (Long. Cf) 5 5 Nº APR. FIRM DIB. A NOMBRE DE PLANO DE REFERENCIA PLANO Nº Nº REVISIONES Y MODIFICACIONES FORMATO: TITULO: Revisión : PROYECTO: N° DE PLANO: CLIENTE: DISEÑO: DIBUJADO: ESCALA: APROBADO: RUTA DE ACCESO: REVISADO: FECHA: AREA: FAJA 011-116 Y DRY COOBING - MINA 725-MEC-TRS-001 B3 REP. FAJA 011-116 (42") ARREGLO Y DETALLES CAMBIO Y REPARACION DE LA ESTRUCTURAS MET. VERSAC W. MAYTA INDICADA IST - 527 A1 TRUSS Nº3 Y Nº5 IST - 514 ESPECIFICACIONES TECNICAS 3-EL SISTEMA DE PINTADO SERA A.-BASE: ANTICORROSIVO EPOXICO C/POLIAMIDA (3 MILS) B.-INTERMEDIO: ESMALTE EPOXICO C/POLIAMIDA (3 MILS) 4-TODAS LAS JUNTAS SOLDADAS SERAN COMO SE INDICA 5-TODAS LAS PLANCHAS Y PERFILES SERAN DE ACERO ASTM A-36, EXCEPTO LO IND 6-TODAS LAS NOTAS SON VALIDAS EXCEPTO SALVO INDICACION CONTRARIA 2-ARENADO AL BLANCO SSPC-SP5 COLOR DE INTERMEDIO: GRIS CLARO 1-DIMENSIONES EN MILIMETROS, SALVO INDICACIÓN CONTRARIA CON ELECTRODOS E-70XX C.-ACABADO: ESMALTE EPOXICO C/POLIAMIDA (3 MILS) COLOR DE ACABADO: VERDE NILO 15/06/09 Z: ROY 2009\SHOUGANG\CAMBIO Y REPARACIÓN DE ESTRUCTURAS METALICAS lanos\revB IST - 515 REVISIONES_DE_FABRICACION FECHA AREA_INGENIERIA

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, band, belt, bergbau, block, bohr, bridge, conveyor, drilling, DWG, l'exploitation minière, le forage, mineração, mining, perfuração, typical