Ore Conveyor Belt DWG Block for AutoCAD

Ore Conveyor Belt DWG Block for AutoCAD

This type of conveyor belts allows tremendous ease in what is the process the ore in a mine, especially this strip leaves from an area called crushing.

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

plant, section, —, esc :, issued for revision, d. povis, t. allison, g. speirs, revisions, rev., no., by, date, drawn, designed, approved, dwg. no., reference drawings, approved:, designed:, drawn:, intellectual property belongs to you. It authorizes the use of his, this plane has been designed and developed by Gemin s.a. and its, content in relation to the project for which it was issued., engineering, mining management, gemin, customer approval, by :, date :, scale :, client :, project no :, discipline :, copper pampa minera , basic engineering chapi project, flat no :, ntc, grout, grout., ntn, tip., entry steps see details, drum, det. of step of income, elevation, agglomerator, notes, technical specifications, coating, shoes :, pedestals:

Raw text data extracted from CAD file:

1.00m PLANTA -- SECCION A 1:1 --- ESC: A --- A EMITIDO PARA REVISION D. POVIS T. ALLISON G. SPEIRS 1 REVISIONES REV. No. POR POR POR POR POR REVISADO 1 FECHA DIBUJADO REVISADO 2 DISEÑADO APROBADO DWG. No. PLANOS DE REFERENCIA APROBADO : REVISADO 2 : REVISADO 1 : DISEÑADO : DIBUJADO : PROPIEDAD INTELECTUAL LE PERTENECE. SE AUTORIZA EL USO DE SU ESTE PLANO HA SIDO DISEÑADO Y ELABORADO POR GEMIN S.A. Y SU CONTENIDO EN RELACION AL PROYECTO PARA EL CUAL FUE EMITIDO. INGENIERIA GESTION MINERA S.A. GEMIN APROBACION CLIENTE POR: FECHA: ESCALA: CLIENTE: PROYECTO No: DISCIPLINA: REV. MINERA PAMPA DE COBRE S.A. 96-01-03-04 INGENIERIA BASICA PROYECTO CHAPI A 1 / 100 T. ALLISON D. POVIS G. SPEIRS PLANO No: SECCION A 1:1 --- ESC: 11495 d3520 3150 991 628 1100 1420 = = 1700 = = 1350 = = 991 41930 5408 10040 10719 10000 991 991 676 700 450 2070 3199 10800 1083 450 350 110 300 25 11496 10800 10719 450 25 350 350 628 140 140 628 350 600 1200 550 200 400 900 700 25 300 350 100 375 200 110 1350 = = 50 450 250 350 375 450 150 100 100 200 50 1550 400 220 240 800 450 600 400 240 = = 25 25 350 300 185 250 300 650 1180 650 10040 3199 1100 5° E 2 @,50 2 @ 100 RESTO @ 200 600 950 350 450 3083 50 350 2500 210 1500 5000 700 700 950 450 \A1; 5 5 5 5 1100 5 <>\X= = <>\X= = <>\X= = 5 5 5 5 5 5 5 5 5 5 5 ALCANTARILLA MULTIPLATE MP-68 CIRCULAR 1200 d INTERIOR SUMINISTRADA POR SIDER PERU EL+2597.746 N.T.C. N.T.C. EL+2598.614 5 d3520 EL+2599.940 N.T.C. ALCANTARILLA MULTIPLATE MP-152 CIRCULAR 3520 d INTERIOR SUMINISTRADA POR SIDER PERU PEDESTAL N°24 PEDESTAL\H1.133x; N°24 PEDESTAL\H1.308x; N°24 PEDESTAL N°24 ESC: 1:20 PEDESTAL N°24 5 PEDESTAL N°24 5 PEDESTAL N°24 5 5 5 2 PERNOS DE ANCLAJE 3/4"d 6d 5/8 E 3/8" 300 5 GROUT PEDESTAL N°24 - PLANTA ESC: 1:20 5 5 5 5 PEDESTAL N°25 5 5 8 PERNOS DE ANCLAJE 5/8"d 4 d 3/4" 5 GROUT. 5 SECCION C 1:20 --- C --- PEDESTAL Nº 25 ESC: 1:20 EL+2601.00 N.T.N. 5 5 5 5 5 E 3/8" @ 150 El+2601.429 N.T.C. d 1/2" @ 200 SOLADO f'c=100 kg/cm2 e= 50mm 5 5 PEDESTAL N°25 PLANTA ESC: 1:100 SOLADO f'c=100 kg/cm2 e= 50mm 5 5 GROUT 5 SECCION D 1:20 --- D --- EL+2601.20 N.T.C. EL+2601.00 N.T.N. 2E d 3/8" 3d 3/8" d 3/8" @300 5 5 PEDESTAL Nº 26 ESC: 1:20 5 5 5 2 PERNOS DE ANCLAJE 5/8"d PEDESTAL N°26 PEDESTAL N°26 PEDESTAL N°27 C/ CEMENTO TIPO V GROUT 5 GROUT 5 F --- 5 EL+2601.00 N.T.N. SOLADO f'c=100 kg/cm2 e= 50mm 3d 1/2" 6 d 5/8" 5 5 EL+2601.25 N.T.C. 3E 3/8" SECCION F 1:20 --- SECCION E 1:20 --- 2 PERNOS DE ANCLAJE 3/4"d 2 PERNOS DE ANCLAJE 1/2"d PEDESTAL Nº 27 ESC: 1:20 E --- 3E 3/8" EL+2601.25 N.T.C. 5 4 d 5/8" d 1/2" @ 200 SOLADO f'c=100 kg/cm2 e= 50mm EL+2601.00 N.T.N. 5 5 5 5 5 5 5 5 5 5 5 5 <>\X= = EL+2601.00 N.T.N. 5 5 5 PEDESTAL Nº 28 ESC: 1:20 5 5 5 5 <>\X= = 2 PERNOS DE ANCLAJE 3/4"d EL+2601.683 N.T.C. SECCION G 1:20 --- G --- 5 5 5 TIP. TIP. 5 EL+2601.00 N.T.N. El+2601.740 N.T.C. 6 E 3/8" d 3/8" @200 d 3/8" @200 EL+2601.429 N.T.C. EL+2601.20 N.T.C. 5 5 5 PELDAÑOS DE INGRESO VER DETALLE PEDESTAL N°27 C/ CEMENTO TIPO V EL+2601.25 N.T.C. EL+2601.00 N.T.N. GROUT C L TAMBOR 5 5 5 EL+2601.683 N.T.C. PEDESTAL N°28 C/ CEMENTO TIPO V DET. DE PELDAÑO DE INGRESO ESC: 1:20 5 ELEVACION ESC: 1:100 AGLOMERADOR d 1/2" @ 200 6d 3/4" E d3/8" @ 150 4d 3/4" E d3/8" @ 150 6d 5/8" E d3/8" @ 150 F'c= 210 Kg/Cm2 CON CEMENTO TIPO V F'c= 210 Kg/Cm2 CON CEMENTO TIPO V F'c= 210 Kg/Cm2 CON CEMENTO TIPO V EL+2603.383 N.T.C. SECCION A 1:50 --- 5 12d 1"d E d 3/8" SOLADO F'c=100 Kg/Cm2 e= 50mm EL+2601.00 N.T.N. PEDESTAL Nº 23 ESC: 1:50 4 PERNOS DE ANCLAJE 3/4"d 5 5 5 5 A --- 5 5 E 2 @,50 2 @ 100 RESTO @ 200 5 5 d 5/8" @ 200 5 GROUT. 5 B --- 5 5 6d 3/4"+2d 5/8" E d3/8" @ 300 SECCION B 1:20 --- 5 5 PEDESTAL N°28 C/ CEMENTO TIPO V N=8'144,506.550 E= 248,550.266 NOTAS 3.- ESTE PLANO SE COMPLEMENTA CON LAS ESPECIFICACIONES TECNICAS DE CONCRETO Nº 01-000-05-003 2.- PARA NOTAS GENERALES Y DETALLES DE CONCRETO VER PLANOS ESTANDAR 1.- DIMENSIONES EN MILIMETROS, NIVELES EN METROS (S.I.C.) F'y= 4200 Kg/Cm2 ESPECIFICACIONES TECNICAS F'c= 210 Kg/Cm2 CON CEMENTO TIPO I (S.I.C.) RECUBRIMIENTO ZAPATAS: 7.5 Cm. PEDESTALES: 3.0 Cm. SOLADO F'c= 100 Kg/Cm2 CON CEMENTO TIPO I

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, belt, belts, bergbau, block, bohr, conveyor, drilling, DWG, l'exploitation minière, le forage, leaves, mineração, mining, perfuração, process, strip, type