Mineral Discharge Chute DWG Detail for AutoCAD

Detail drawings – 3 views – bounded

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

Notes:, are only then should not be considered, the drawn thicknesses related the profiles of the concrete, for the construction of the profiles., the anchor, qtd., total, dynamic, supplied, shoe, anchorage, in cement for, hole dimensions, loads per shoe, static, static, vertical, dynamic, qtd., item, shoe, iii, horizontal, typical anchor box, thb top gross concrete, level ground level, tha finished concrete top, abbreviations, the elevation, tv top beam, typical tip, view, shoe, iii, shoe, iii, clearance between, he., wp point work, he., platform projection, the vertical loads are maximum produced in the combinations, more unfavorable. the horizontal loads come from the, effects of winds or seismic effects., desc., removable, kick, manoel c.caldeira, with this certified design., equipment shall be constructed of, responsible, certificate, drawing, data, tolerance not specified in the drawing for:, conf. class, conf., conf. class, date, data, rev., document no., document no, exec., verif., exec., obs .:, minerals, supersedes supersedes, unless otherwise specified., rev., weight, weight, specified otherwise., saved dimensions, dimensions in, this drawing and all the enclosures are not to be copied or duplicated neither in nor modified form shown to or given to third party or used for manufacturing purposes without our mission. to infringe legal action shall be taken with the support of the existing law., this information and all information contained therein is the property of Metso and may not be reproduced or supplied without prior express permission., bond according to the tension of the net, obs. for the connection of watching the dish, grounding installation must be run, earth in the electric box, ground in the bar, connect the cable, go electric panel, he is knitting ground in the, countryside, bond terminal, grounding recommendation, according to the norm, bonding cable, earth, typ., max., up to l.c. silo, up to l.c. pile

Raw text data extracted from CAD file:

NOTAS: SON SOLAMENTE REFERENCIALES, ENTONCES NO DEBERAN SER CONSIDERADAS 1- LAS ESPESURAS DIBUJADAS RELACIONADAS A LOS PERFILES DEL HORMIGON PARA LA CONSTRUCION DE LOS PERFILES. SI B EL ANCLAJE 150 110 NO d 7/8″ 5/8″ QTD. TOTAL 08 02 04 01 y x DINÂMICA QTD./ SUMINISTRADO ZAPATA (kN) ANCLAJE EN EL CEMENTO PARA DIMENSIONES DEL AGUJERO CARGAS POR ZAPATA ESTÁTICA x 75 75 15 15 ESTÁTICA 85 93 4 — — VERTICAL DINÂMICA QTD. ITEM ZAPATA 04 04 01 I II III HORIZONTAL y 15 15 5 h 50 B CAJA TIPICA DEL ANCLAJE THB = TOPE HORMIGON BRUTO NS = NÍVEL EM EL SUELO THA = TOPE HORMIGON ACABADO ABREVIATURAS EL = ELEVATION TV = TOPE DE VIGA TIP = TÍPICO (A) A A VISTA A-A VISTA B-B B B I II ZAPATA I Y II III ZAPATA III FOLGA ENTRE PEN/BICA EL. EL. EL. EL. WP = PUNTO TRABAJO EL. EL. EL. TC-1 C CT-03 TC-2 PROJEÇÃO DA PLATAFORMA 04 08 7/8″ 150 2- LAS CARGAS VERTICALES SON MÁXIMAS PRODUCIDAS EN LAS CONBINACIONES MAS DESFAVORABLES. LAS CARGAS HORIZONTALES SON PROVENIENTES POR LOS EFECTOS DEL VIENTOS E OU EFECTOS SISMICOS. N=8144527,218 E=248630,355 — — — — — — — 1 1 1 L (36″) L C DESC. REMOVIBLE CHUTE 1 Manoel C.Caldeira ACORDO COM ESTE DESENHO CERTIFICADO. O EQUIPAMENTO SERÁ CONSTRUÍDO DE RESPONSÁVEL CERTIFICADO 18/06/2005 DESENHO DATA 2 2 E=248630,349 N=8144523,175 9340 1/8″BSP Nº TOLERÂNCIA GERAL NÃO ESPE- CIFICADA NO DESENHO PARA: PEÇAS USINADAS, CONF. NTT-4009 CLASSE \~\~ PEÇAS SOLDADAS, CONF. NTT-1437 PEÇAS CORTADAS, CONF. NTT-4369 CLASSE . DATE DATA REV. DOCUMENT No. DOCUMENTO Nº EXEC. VERIF. Máquina/Machine Exec. Verif./Approv. Obs.: minerals Data/Date Substitui / Supersedes Escala/Scale / Nº Folha/Sheet kg unless otherwise specified. REV. Peso Weight especificado contrário. Dimensões em mm, salvo Dimensions in mm, 00 ———– M B 1 1 This drawing and all the enclosures belong to Metso Minerals\C4;. They must not be copied or duplicated – neither in original, nor in modified form – shown to or given to a third party or used for manufacturing purposes without our per- mission. As to infringements hereof, legal action will be taken with the support of the existing law. ESTE DESENHO, INCLUSIVE TODAS AS INFORMAÇÕES NELE CONTIDAS, CONSTITUI PROPRIEDADE DA Metso Minerals\C4;, NÃO PODENDO SER REPRODUZIDO NEM FORNECIDO A TERCEIROS SEM PRÉVIA E EXPRESSA AUTORIZAÇÃO. \A1;30° 2550 = = 2550 = = 1352 260 = = 260\Fromans.shx|c1; = = 340 340 180 180 \U+220525 700 = = 100 == 100 == \U+220518 8400 940 ~80 ~2628 2075 940 3543 1975 270 1425 4000 1695 550 1832 6231 4483 LIGAZON SEGUN LA TENSION DEL LA RED 220/380/440V OBS. PARA LA CONEXION DEL MOTOR, OBSERVAR EL PLATO DE INSTALACION DE ATERRAMIENTO DEBE EJECUTARSE TIERRA EN LO CUADRO ELECTRICO TIERRA EN LA BARRA LIGAR EL CABLE VA A CUADRO ELECTRICO VA A MALHA TIERRA EN EL CAMPO (CABLE DESNUDO) TERMINAL DE LIGAZON RECOMENDACION P/ ATERRAMIENTO V W U SEGUN LA NORMA ABNT/NBR-5410 CABO DE LIGAZON S TERRA T R 2628 1780 700 = = 1,37° A A ~8755 ~4260 2140 (INT.) 100 TÍP. 1097 220 MÁX. 2016 2550 = = 4260 1975 5 <>\X= = <>\X= = 5 <>\X= = <>\X= = 5 5 5 5 5 <>\X= = <>\X== <>\X== 5 5 5 ~<> ~<> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>\X= = 5 ~<> ~<> HASTA L.C. SILO Y HP300= 39700 <>\X(INT.) <>\XTÍP. ATÉ L.C. PILHA = 43700 5 <>\XMÁX. 5 <>\X= = 5 5