Stacker Conveyor–Iron Ore DWG Block for AutoCAD

Stacker Conveyor–Iron Ore DWG Block for AutoCAD

Structure for storing and distributing iron ore at mines

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

projected:, scale:, date:, calculated:, flat, drawn:, rev., by., seran g. med., tolerances not indicated, description, rev.nº, date, title:, guayana city venezuela, Format, apr., iron ore concentration plant, number, review, Format, draftsman, date, work, work ii, work iii, draftsman, iso, din, manual of fabrication of welded structures, unspecified cords of the type according to, spaces, spaces, spaces of, staples to fasten the structure., the grids will be supplied galvanized with, general set ………………………………, complementary plans:, tripper accesses ……………………, note:, total weight kgs., spaces, spaces, upn, scale, view by, spaces of, upn, upn, railing, see detail, railing, view by, scale, upn, level, hea, hea, in upper wing., needles, level, level, tripper, rail, hea beam, zinc plated, din, st., washer, nut, screw, symmetrical, din, steel, washer, din, st., washer, din, nut, din, screw, commercial, mesh grid, commercial, mesh grid, commercial, step, screw, see note, see note, commercial, step, din, railing, din, railing, railing, symmetrical, railing, symmetrical, railing, stairs, stairs, kg., weight, observations, rule, material, denomination, piez., stairs, m.a., pos., category, zinc plated, projected:, scale:, date:, calculated:, flat, drawn:, rev., by., seran g. med., tolerances not indicated, description, rev.nº, date, title:, guayana city venezuela, Format, apr., iron ore concentration plant, draftsman, work, work ii, draftsman

Raw text data extracted from CAD file:

H 1 2 G F E 3 4 5 6 D C B A 1 2 3 4 5 6 7 8 9 10 11 12 H G F E 7 8 9 10 D C B 11 12 A PROYECTADO: ESCALA: FECHA: CALCULADO: PLANO N° DIBUJADO: REV. POR. seran s/DIN 7168 g. mediano y 8570 AF. Las tolerancias no indicadas DESCRIPCION REV.Nº FECHA TITULO: CIUDAD GUAYANA - VENEZUELA FORMATO APR. PLANTA CONCENTRACION MINERAL DE HIERRO DF-P.I. NUMBER REVISION FORMATO E DELINEANTE FECHA OBRA I OBRA II OBRA III 0 DELINEANTE DELINEANTE ISO 1302 Ra DIN 3141 25 3.2 0.8 0.1 a 0,7e MANUAL DE FABRICACION DE ESTRUCTURAS SOLDADAS -FPM- LOS CORDONES NO ESPECIFICADOS DEL TIPO INDICADO, SEGUN e QC/D A4 QC/D A4 a 0,4e e \A1;8000 \A1;700 \A1;700 \A1;2370 \A1;1700 \A1;670 \A1;4000 \A1;4000 \A1;600 \A1;600 \A1;478 \A1;2000 \A1;491 \A1;1680 \A1;1080 \A1;250 \A1;630 \A1;200 \A1;205 \A1;640 \A1;640 \A1;195 \A1;2376 \A1;2355 \A1;1030 \A1;1080 \A1;2522 \A1;1070 \A1;756 \A1;2442 \A1;2284 \A1;220 \A1;630 \A1;630 \A1;200 \A1;2376 \A1;735 \A1;65 \A1;745 \A1;50 \A1;8 ESPACIOS x 210 = 1680 \A1;325 \A1;410 \A1;2950 \A1;41° \A1;150 \A1;70 \A1;13 ESPACIOS x 200 = 2600 \A1;200 \A1;4415 \A1;4306 \A1;506 \A1;4386 \A1;593 \A1;250 \A1;920 \A1;920 \A1;920 \A1;300 \A1;2177 \A1;2238 \A1;30 \A1;160 \A1;200 \A1;10 \A1;8 ESPACIOS DE 210 = 1680 \A1;45° \A1;45° \A1;300 \A1;70 \A1;1845 \A1;650 \A1;140 \A1;485 \A1;380 \A1;635 \A1;720 \A1;235 \A1;591 \A1;491 175 \A1;44 \A1;3782.5 \A1;120 \A1;1725 \A1;120 \A1;1052.5 \A1;670 \A1;55 \A1;40 \A1;75 \A1;= \A1;= \A1;250 GRAPAS PARA SUJECCION A LA ESTRUCTURA. .- LAS REJILLAS SE SUMINISTRARAN GALVANIZADAS Y CON -TRIPPER - CONJUNTO GENERAL .................................... PLANOS COMPLEMENTARIOS: -TRIPPER - ACCESOS A EQUIPOS TRIPPER -DETALLES - ........................ NOTA: PCMH-A9-MB-0901 PCMH-A9-MB-1220 PESO TOTAL = 1628 KGS. 8000 700 700 = = = = 2370 1700 670 4000 4000 600 = = 600 478 = = 2000 491 1680 1080 250 630 200 205 640 640 195 2376 2355 1030 1080 2522 1070 756 2442 2284 220 630 630 200 2376 735 65 745 50 8 ESPACIOS x 210 = 1680 325 410 A 4415 4306 4386 506 2950 13 ESPACIOS x 200 = 2600 150 70 5 -3- UPN 160 200 593 B A 250 920 920 920 300 2177 2238 ESCALA 1:25 VISTA POR -A- 30 160 200 10 8 ESPACIOS DE 210 = 1680 5 UPN 160 UPN 160 UPN 160 5 UPN 160 UPN 160 -2- -1- -4- -8- C -9- BARANDILLA VER DETALLE -6- VER DETALLE -7- BARANDILLA 300 70 1845 650 140 485 380 -10- 635 11 12 L100x100x10 VISTA POR -B- ESCALA 1:25 L100x100x10 UPN 160 NIVEL +2950 720 -5- C 9 1 4 1 4 9 2 5 3 6 8 7 10 10 1 2 3 7 8 5 6 4 13 16 17 13 16 17 14 16 17 235 591 491 HEA 140 44 22 HEA 140 22 22 3782.5 120 1725 120 1052.5 670 55 40 75 = = EN ALA SUPERIOR. AGUJS. d18 250 NIVEL 0,00 + - NIVEL +2950 L TRIPPER C RAIL 93.1 - - S 275 JR VIGA HEA 140x3772.5 1 - - - - - - " " ZINCADOS DIN 125 DIN 934 DIN 933 St. 8 8.8 ARANDELA A13 TUERCA M12 TORNILLO M12x30 168 22 168 21 168 20 1 + 1 SIMETRICA - - - - " - " DIN 434 ACERO ARANDELA U18 4 19 DIN 125 St. ARANDELA A17 100 18 - " DIN 934 8 TUERCA M16 104 17 DIN 933 TORNILLO M16x35 COMERCIAL 0.69 M REJILLA PORTANTE 30x3 MALLA 30x30 2 COMERCIAL 2 0.756 M REJILLA PORTANTE 30x3 MALLA 30x30 187 - COMERCIAL PELDAÑO 250x700 28 - EN 10025 " TORNILLO M16x45 TORNILLO M16x40 - " 8.8 76 16 - - " 8.8 16 15 - - 8.8 12 14 - 20.7 - VER NOTA 1 13 - 12 - 22.6 - VER NOTA 1 11 - 77 - COMERCIAL PELDAÑO 230x600 14 10 - 9 - 42 - DIN 933 S 235 JR BARANDILLA 1 8 - 44 - DIN 933 S 235 JR BARANDILLA 1 7 - 81 " S 235 JR BARANDILLA 2 6 - 138 1 + 1 SIMETRICA " S 235 JR BARANDILLA 2 5 - 243 2 + 2 SIMETRICA " S 235 JR BARANDILLA 4 4 - 180 - " S 275 JR ESCALERA 1 3 - 150 - " S 275 JR ESCALERA 1 2 - 350 KG. PESO OBSERVACIONES - EN 10025 NORMA S 275 JR MATERIAL DENOMINACION 2 PIEZ. ESCALERA 1 - M.A. POS. CATEGORIA "B" ZINCADOS ZINCADOS ZINCADOS PROYECTADO: ESCALA: FECHA: CALCULADO: PLANO N° DIBUJADO: REV. POR. seran s/DIN 7168 g. mediano y 8570 AF. Las tolerancias no indicadas DESCRIPCION REV.Nº FECHA TITULO: CIUDAD GUAYANA - VENEZUELA FORMATO APR. PLANTA CONCENTRACION MINERAL DE HIERRO E DELINEANTE OBRA I OBRA II 0 DELINEANTE DELINEANTE E

Language	Spanish
Drawing Type	Block
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bergbau, block, bohr, drilling, DWG, iron, l'exploitation minière, le forage, mineração, mining, perfuração, structure