Support Bands And Tubing DWG Block for AutoCAD

Support Bands And Tubing DWG Block for AutoCAD

Pipe support structure and lightweight conveyor belts

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

maximum, according to facilities requirements, approx., maximum, cimentacion plant, maximum, approx., cut, cut, cut, approx., triangular gills, triangular, rods, rods, corrugated, grout, shoe pedestal detail, elevation, fix nut to the end, embedded from the rod, cut, maximum, cut, see union detail, of main beams, with columns, see union detail, of main beams, with columns, see union detail, of main beams, with columns, variable according to installation requirements, approx., maximum, between upper beam, lower, platform plant, welded plastic, column in workshop, welded plastic, column in workshop, welded plastic, column in workshop, welded plastic, column in workshop, welded plastic, column in workshop, welded plastic, column in workshop, beam joining detail, main with columns, The following has been considered in the design of the foundations: the ground of foundation is composed of sands of admissible capacity of the level of according to the plans of the existing plant. there is no presence of sulfates chlorides in the foundation ground. there is no presence of groundwater. These conditions must be verified in case they are not met, the planner must be informed., coatings, Location, covering, concrete drained against the ground, exposed top formwork surfaces, the air submerged, in contact with the including, spiral hooks, senior bars, minors bars, reinforced concrete, f’c, general specifications, prewired aws, metal structure specifications, Anchor bolts: indicated, welding: electrodes, Profile plates: ASTM steel, it will be allowed to weld the area, All metal profiles will be protected with one hand, of epoxy anticorrosive paint, they will be mm greater than the nominal diameter of the bolt., All welds must be made in, Unless otherwise indicated., the internal bend radius for all bent profiles, in cold it will be equal to the thickness of the iron., the perforations in the plates for the bolts arriostres, notes:, two hands of epoxy enamel mils each, in the design of the has been considered a maximum linear load of applied on a beam a maximum total load applied on the beams that make up the platform of, loads on the platform, flooring

Raw text data extracted from CAD file:

\A1;1.40 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.20 \A1;1.40 \A1;1.20 \A1;APROX. 3.00 \A1;APROX. 3.00 \A1;MÁXIMO 8.00 \A1;.60 \A1;.60 \A1;1.40 \A1;.60 \A1;.60 \A1;1.40 \A1;.60 \A1;.60 \A1;1.20 \A1;.60 \A1;.60 \A1;1.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;MÁXIMO 8.00 \A1;APROX. 3.00 \A1;APROX. 3.00 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;500 \A1;500 \A1;500 \A1;500 \A1;200 \A1;600 \A1;600 \A1;1400x1200 \A1;50 \A1;150 \A1;200 \A1;500 \A1;500 \A1;5.00 MÁXIMO \A1;5.00 MÁXIMO \A1;5.00 MÁXIMO \A1;.20 \A1;.40 \A1;.30 \A1;250 \A1;250 \A1;VARIABLE SEGÚN REQUERIMIENTOS DE INSTALACIONES \A1;APROX. 3.00 \A1;MÁXIMO 8.00 \A1;700 \A1;250 \A1;250 \A1;200 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;250 \A1;150 \A1;150 \A1;150 \A1;150 \A1;250 \A1;250 \A1;75 5 5 5 5 5 5 5 5 APROX. <> APROX. <> MÁXIMO <> PLANTA DE CIMENTACIÓN 100x250x4.5mm 100x250x4.5mm 200x200x4.5mm 200x200x4.5mm 200x200x4.5mm 200x200x4.5mm 200x200x4.5mm 100x150x4.5mm 100x150x4.5mm 100x150x4.5mm 100x150x4.5mm 100x150x4.5mm 100x150x4.5mm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MÁXIMO <> APROX. <> h=.60 NFZ.-1.20 d1/2"@.25(Inf.) h=.60 NFZ.-1.20 d1/2"@.25(Inf.) h=.60 NFZ.-1.20 d1/2"@.25(Inf.) h=.60 NFZ.-1.20 d1/2"@.25(Inf.) 1 1 1 1 CORTE 1-1 2 2 2 2 CORTE 2-2 1 1 1 1 3 3 2 2 2 2 1 1 1 1 CORTE 3-3 APROX. <> 5 5 5 5 5 5 5 5 5 5 PL400x400x9mm 8 CARTELAS TRIANGULARES TRIANGULARES e=9mm 8 VARILLAS d5/8" A-36 3/16" 3/16" 5 5 8 VARILLAS d5/8" A-36 (VARILLAS DE ANCLAJE) 8d3/4" CORRUGADO (REFUERZO DE PEDESTAL) 2 3/8"d@.10 5 5 <>x1200 5 5 5 5 5 200x200x4.5mm GROUT B B A A DETALLE DE PEDESTAL Y ZAPATA ELEVACIÓN d1/2"@.25 FIJAR TUERCA AL EXTREMO EMBEBIDO DE LA VARILLA 5 CORTE B-B CORTE A-A <> MÁXIMO <> MÁXIMO <> MÁXIMO 1/10 1/50 1/50 1/50 1/50 4 4 4 4 5 5 5 4d5/8" CORTE 4-4 1/25 3/8"d@.15 4 4 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" 3/16" VER DETALLE DE UNIÓN DE VIGAS PRINCIPÀLES CON COLUMNAS VER DETALLE DE UNIÓN DE VIGAS PRINCIPÀLES CON COLUMNAS VER DETALLE DE UNIÓN DE VIGAS PRINCIPÀLES CON COLUMNAS 5 (TÍPICO) 5 (TÍPICO) VARIABLE SEGÚN REQUERIMIENTOS DE INSTALACIONES APROX. <> MÁXIMO <> 100x250x4.5mm(Sup.) 100x250x4.5mm(Inf.) 100x250x4.5mm(Sup.) 100x250x4.5mm(Inf.) 200x200x4.5mm(Sup.) 100x150x4.5mm(Inf.) 200x200x4.5mm(Sup.) 100x150x4.5mm(Inf.) 100x150x4.5mm(Inf.) 100x150x4.5mm(Inf.) 100x150x4.5mm ENTRE VIGA SUPERIOR E INFERIOR PLANTA DE PLATAFORMA 1/50 1 1 1 1 2 2 2 2 3 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 200x200x4.5mm 250x150x4.5mm 250x150x4.5mm PL 75x250x6mm SOLDADA A COLUMNA EN TALLER PL 125x250x6mm SOLDADA A COLUMNA EN TALLER PL 150x150x6mm SOLDADA A COLUMNA EN TALLER 3/16" 3/16" 3/16" 1/4" PL 75x700x6mm SOLDADA A COLUMNA EN TALLER 3/16" PL 125x250x6mm SOLDADA A COLUMNA EN TALLER PL 150x150x6mm SOLDADA A COLUMNA EN TALLER 3/16" 3/16" 1/4" 3/16" DETALLE DE UNIÓN DE VIGAS 1/10 PRINCIPALES CON COLUMNAS SE HA CONSIDERADO LO SIGUIENTE EN EL DISEÑO DE LAS CIMENTACIONES: 1) EL TERRENO DE CIMENTACIÓN ESTÁ COMPUESTO POR ARENAS DE CAPACIDAD ADMISIBLE DE 0.7 Kg/cm2 A 1.20m DEL NIVEL DE PISO, DE ACUERDO CON LOS PLANOS DE LA PLANTA EXISTENTE. 2) NO SE TIENE PRESENCIA DE SULFATOS O CLORUROS EN EL TERRENO DE CIMENTACIÓN. 3) NO EXISTE PRESENCIA DE NAPA FREÁTICA. ESTAS CONDICIONES SE DEBERÁN VERIFICAR EN OBRA, Y EN CASO NO SE CUMPLAN SE DEBERÁ INFORMAR AL PROYECTISTA. RECUBRIMIENTOS UBICACIÓN RECUBRIMIENTO CONCRETO VACIADO CONTRA EL TERRENO 7.5cm SUPERFICIES ENCOFRADAS O SUPERIORES EXPUESTAS A LA INTEMPERIE, AL AIRE SATURADO, SUMERGIDAS O EN CONTACTO CON EL TERRENO, INCLUYENDO ESTRIBOS, GANCHOS O ESPIRALES BARRAS DE 3/4" ó MAYORES 5.0cm BARRAS DE 5/8" ó MENORES 4.0cm fy = 4200 Kg/cm2 CONCRETO ARMADO f'c = 210 Kg/cm2 ESPECIFICACIONES GENERALES JUNTAS PRECALIFICADAS AWS ESPECIFICACIONES ESTRUCTURA METALICA fy=2520 kg/cm2 PERNOS DE ANCLAJE: INDICADOS SOLDADURA: ELECTRODOS E70XX PLANCHAS Y PERFILES: ACERO ASTM A36 (NO SE PERMITIRA SOLDAR LA ZONA ROSCADA) 1.- TODOS LOS PERFILES METALICOS SE PROTEGERAN CON UNA MANO DE PINTURA ANTICORROSIVA EPOXICA (e=3 mils) SERAN 1.6 mm MAYORES QUE EL DIAMETRO NOMINAL DEL PERNO. 3.- TODAS LAS SOLDADURAS DEBERÁN SER REALIZADAS EN TALLER, SALVO SE INDIQUE LO CONTRARIO. 4.- EL RADIO INTERIOR DE DOBLEZ PARA TODOS LOS PERFILES DOBLADOS EN FRIO SERA IGUAL AL ESPESOR DE LA PLANCHA. 2.- LAS PERFORACIONES EN LAS PLANCHAS PARA LOS PERNOS Y ARRIOSTRES NOTAS: y DOS MANOS DE ESMALTE EPOXICO (e= 2 mils CADA UNA). EN EL DISEÑO DE LAS PLATAFORMAS, SE HA CONSIDERADO UNA CARGA LINEAL MÁXIMA DE 250 Kg/m APLICADA SOBRE UNA VIGA 150x250x4.5mm, Y UNA CARGA TOTAL MÁXIMA APLICADA SOBRE LAS 4 VIGAS QUE CONFORMAN LA PLATAFORMA DE 600 Kg/m. CARGAS SOBRE LA PLATAFORMA 5 SOLADO f'c=100 Kg/cm2

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, belts, block, conveyor, DWG, lightweight, pipe, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, support, tubing