Technician Square Of Bevels For Weldings DWG Block for AutoCAD

Beveled and separation of unions – Unions beveled in V-X and end

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

Structural engineering plans, Projects cad, Antofagasta, Phono fax antofagasta, L.v.c., Union bevelled in, root, electrode, separation, thickness, final, cord, root, final, weight, electrode, electrode, final, electrode, root, root, final, Union, Wings, Union, electrode, Sheet thickness, Mm clearance, weight, Souls, Union bevelled in, final, thickness, separation, root, cord, electrode, weight, final, root, weight, root, weight, final, root, final, Wings, Wings, Souls, Souls, Bevel separation of joints for welding, Soldering irons, Thickness in mm, Max, Min, Max, Max, Maximum thicknesses of the weld beads, Cm max, Wing, thickness, Cm max, Wing, thickness, Min, Max, Min, Structural engineering plans, Projects cad, Antofagasta, Phono fax antofagasta, L.v.c.

Raw text data extracted from CAD file:

PLANOS DE FABRICACION ESTRUCTURAL – MECANICO – MONTAJE Proyectos CAD Antofagasta -Chile FONO FAX 483163 E-mail vizaproyectos@tie.cl Antofagasta L.V.C. 1.40 1.65 20 0.75 0.90 10 0.70 0.65 0.65 0.50 0.45 0.40 0.40 0.40 0.50 0.50 0.60 0.50 0.50 cm a 1 cm a 1 9 1.5 1 5.2 17 2.5 2 9.9 1.5 9 1 9 17 2.5 2 17 19 0.120 0.262 0.230 0.100 0.208 0.080 1/8 3/32 3.0 7 a 18 3.0 1/8 3/16 3/16 1.500 1/8 1/8 20 19 3.0 3.0 -1745.322513146774 3/16 3/16 3/16 1.822 3/16 1.658 1/8 1/8 1/8 1/8 1/8 3/32 3/32 3.0 12 15 16 13 3.0 3.0 3.0 9 10 8 3.0 3.0 3.0 5/32 0.704 5/32 3/16 3/16 5/32 3/16 1.070 3/16 1.206 5/32 0.818 1/8 5/32 1/8 0.354 0.080 5/32 0.498 0.080 0.278 0.120 1.760 0.140 2.050 S 2.150 1.950 0.120 0.120 0.140 0.140 2.512 2.256 0.120 0.810 0.140 1.408 1.244 0.946 0.120 0.120 0.120 0.140 0.140 0.140 0.564 0.564 0.364 0.312 0.100 0.120 0.100 0.120 0.140 0.120 0.928 1.440 1.632 1.088 0.462 0.640 0.354 ” S ” 44 50 47 49 48 46 45 32 38 41 43 42 40 39 35 37 36 34 33 25 29 28 31 30 27 26 22 24 23 21 20 3 20.75 2.5 20.75 UNION BISELADA EN V 3/32 3/32 Raiz ELECTRODO 1.5 3 5 6 4 3.0 3.0 1.5 ” a ” SEPARACION ESPESOR 0.068 1/8 1/8 1/8 1/8 0.070 0.080 0.080 0.144 0.106 Final cordon Raiz Final Peso kg/m = 56° 22.75 22.25 22.25 22.75 21.75 21.25 = 70° ELECTRODO = 70° ELECTRODO 0.076 0.154 0.072 0.118 0.100 0.100 0.120 0.120 Final ELECTRODO Raiz = 60° Raiz 0.084 0.076 0.170 0.134 Final 3 22.75 2.5 3 3 3 3 3 2.5 2.5 2.5 2.5 2.5 22.25 22.25 22.75 21.25 21.75 15 30 3 2 30 3 36 38 37 3 3 2 2 2 33 35 34 32 31 3 3 3 3 3 18 36 38 37 19.25 20.25 19.75 18.75 18.5 33 35 34 32 31 16.5 17.5 17 16 15.5 2.5 2 2 23 2 2 2 2 2 27 26 29 28 25 24 2.5 2.5 2.5 2.5 2.5 2.5 2 2 2 2 2 20 22 21 19 18 2.5 2.5 2.5 2.5 2.5 11.75 23 27 29 28 26 25 24 13.75 14.5 14 13.25 12.75 12.25 20 22 21 19 18 10.25 11.25 10.75 9.75 9.25 2 17.3 2.5 15 2 2.5 18 2 3 3 3 3 2.5 2.5 2.5 2.5 2.5 2 19.25 19.75 20.25 18.75 18.5 2.5 2.5 2.5 2.5 2.5 2 2 2 2 2 16.5 17 17.5 16 15.5 2 20.6 21.8 21.2 2 2 19 20 19.5 18.4 17.9 2 2 2 2 2 2 11.75 1.5 2.5 2.5 2 2 2 2 1.5 2 2 1.5 1.5 1.5 13.75 14.5 14 12.75 12.25 13.25 2 2 2 2 2 1.5 1.5 1.5 1.5 1.5 10.25 10.75 11.25 9.25 9.75 2 13.2 15.5 16.7 16.1 15 14.4 13.8 2 2 2 2 2 2 11.5 12.4 12.1 11 10.5 2 2 2 2 2 1.314 0.120 0.100 1.142 0.990 0.080 1/8 2.0 1/8 18 UNION A TOPE a 3.5 3.0 2.5 1.5 1.5 1.0 S 0.100 0.079 0.059 3.25 / 1/8 2.0 / 3.32 2.5 / 1/8 a -1746.060945223656 3/16 1/8 3.0 36 40 38 3.0 3.0 3/16 1/8 1/8 3/16 26 30 32 28 22 24 20 5/32 1/8 3.0 3.0 3.0 3.0 3/16 1/8 1/8 3/16 1/8 3/16 2.0 2.0 2.0 5/32 1/8 1/8 5/32 1/8 5/32 4.684 0.120 4.020 0.100 3.422 0.080 S 4.100 3.760 0.080 0.080 0.100 0.100 0.120 4.850 4.426 0.120 5.670 5.166 0.100 2.014 0.080 2.252 2.252 2.252 2.252 0.080 0.080 0.080 0.100 0.100 0.100 1.584 1.370 1.178 0.080 0.080 0.080 0.100 0.100 0.100 2.330 0.120 2.682 0.120 2.908 3.262 0.120 2.616 0.120 3.540 3.784 2.784 0.120 1.606 1.856 0.120 1.368 0.120 1.860 2.158 1.580 alas 1.90 1.25 50 20.75 3 2.5 12 UNION A TOPE ELECTRODO ESPESOR PLANCHA 1.5 2.0 SEPARACION a mm 0.5 1.0 13.7 13.4 13.1 12.7 12.5 12.3 3 2.5 2.5 2.5 2.5 2.5 2.5 3 3 3 3 3 0.048 0.032 PESO kg/m 2.0 / 3.32 2.0 / 3.32 22.75 22.25 22.25 22.75 21.25 21.75 2.5 2 8.7 30 3 11.7 11.4 11.1 10.8 10.7 10.4 10.2 9.9 9.6 9.3 9 36 3 38 37 3 3 35 34 33 32 31 3 3 3 3 3 2.5 2 2.5 2.5 2.5 2 2.5 3 3 3 2.5 3 2 2 2 2 2 2.5 2.5 2.5 2.5 2.5 8.4 8.1 7.9 7.6 7.4 7.1 6.8 6.5 6.2 5.9 5.6 5.4 23 2.5 29 28 27 26 25 24 2.5 2.5 2.5 2.5 2.5 2.5 22 21 20 19 18 2.5 2.5 2.5 2.5 2.5 2 1.5 1.5 1.5 2 2 1.5 1.5 2 2 2.5 2.5 2 2 1.5 1.5 1.5 1.5 1.5 2 2 2 2 2 0.90 0.60 24 15 36 18 19.25 19.75 20.25 18.75 18.5 42 1/2 47 1/2 45 40 38 16.5 17 17.5 16 15.5 30 34 32 28 26 1.35 0.90 1.05 1.20 1.10 1.00 0.95 1.60 1.80 1.70 1.50 1.45 0.75 0.85 0.80 0.70 0.65 1.10 1.25 1.20 1.05 0.95 10 11.75 13.75 14.5 14 12.75 12.25 13.25 18 22 20 16 14 12 10.25 10.75 11.25 9.25 9.75 8 0.45 0.30 0.45 0.55 0.50 0.40 0.40 0.35 0.70 0.85 0.75 0.65 0.60 0.50 a cm almas 0.25 0.40 100x75x8 0.90 0.55 0.70 0.50 16 1.40 UNION BISELADA EN X Final 10 14 16 12 ” S ” ESPESOR 1/8 1/8 1.5 1.5 2.0 1.5 1/8 1/8 1/8 1/8 1/8 1/8 ” a ” SEPARACION Raiz CORDON ELECTRODO 25/10 30 22 25/8 20 18 0.95 0.90 0.60 0.70 0.70 0.50 0.55 0.85 1.10 0.10 0.70 0.80 = 60° PESO kg/m 0.100 0.322 0.080 0.814 0.590 0.448 0.080 0.080 0.080 0.100 0.100 0.100 Final Raiz PESO kg/m =50° Raiz 0.400 0.120 0.358 0.120 0.678 0.932 0.120 0.510 0.120 0.778 1.066 0.358 PESO kg/m Final Raiz Final = 70° 1.20 0.70 0.65 0.80 0.65 0.60 0.55 1.10 1.40 1.10 1.00 0.95 1.10 1.05 0.95 0.95 0.80 alas a a 0.65 1.00 1.35 1.30 1.20 1.15 1.05 10 14 12 8 0.95 0.85 0.80 0.80 0.70 alas almas 0.40 0.45 0.45 0.40 0.60 0.70 0.60 0.55 a cm 22.22 20.20 18.18 16.16 14.14 0.35 0.65 0.55 0.50 0.45 0.40 0.40 cm a 1 0.30 0.60 a 0.70 0.65 0.60 almas 0.55 a cm a2 cm cm 0.45 0.50 0.45 0.40 0.70 0.85 0.75 0.65 a 1 a 2 b h 100x60x9.5 100x60x8 100x65x8 100x55x8 0.70 a2 0.85 0.80 0.70 cm a 1 0.60 45X45X5 90X90X10 100X100X11 100X100X10 70X70X8 60X60X7 50X50X6 = h 40X40X5 b \A1;30° BISELADO Y SEPARACION DE LAS UNIONES PARA LA SOLDADURA PLANCHAS A SOLDAR G = ESPESOR EN mm 7 13 16 18 17 15 14 10 12 11 9 8 4 6 5 -1737.959253829519 G 6 1.5 1 6 2 1.5 11.5 2 1.5 1.5 1.5 1.5 14.5 16 15.5 13.5 12.5 2 2.5 2 2 2 1.5 1 1 1 1 9 10.5 10 8 7 2 2 2 2 1.5 6 11.5 14.5 16 15.5 13.5 12.5 7.5 8.5 8 6.5 7 9 10.5 10 8 7 4.5 5.5 5 3.5 4 max t 1 1 0 4 5 4 v 1 1.5 1 a a 4 5 4 s V t 1 3.5 1.5 6 1 1.5 1.5 1.5 1.5 1.5 1 1 1 1 1 7.5 8.5 8 6.5 7 1.5 1.5 1 1 1 1 1 1 1 1 4.5 5.5 5 4 3.5 1.5 6.7 8.4 9.3 9 7.8 7.3 1.5 2 2 1.5 1.5 5.2 6 5.8 4.6 4 1 1.5 11.5 1 1 min a max t S a S 2.3 3 2.3 V 0 1 1 max t a 45° V S G V 45° t S \A1;30° V V ESPESORES MAXIMOS DE LOS CORDONES DE SOLDADURA cm a1 = a2 cm MAX a2 (mm) DEL ALA ESPESOR cm a1 = a2 cm MAX a2 (mm) DEL ALA ESPESOR G G 6 1.5 4.9 4.6 4.3 4 3.7 3.5 3.2 3 2.6 2.3 2 11.5 2 16 15.5 14.5 13.5 12.5 2 2.5 2 2 2 10.5 10 9 8 7 2 2 2 2 1.5 1.5 1 1 1 1 1 1 1.5 1.5 1.5 1.5 1.5 1 1 1 1 1 1 1.5 1.5 1 1 V S 5 4 4 1 1.5 1 min a t max t min a a t 6 7.5 8.5 8 6.5 7 4.5 5.5 5 4 3.5 a a a a1 S S -1738.202875887671 a1 S \A1;30° V V S a 2 0.70 0.60 0.55 0.45 0.40 0.35 0.25 0.20 a a a 0.90 1.05 0.85 1.00 12 13 0.95 1.15 1.05 1.25 14 15 a1 1.10 1.35 1.20 1.40 16 17 1.30 1.60 1.25 1.50 19 18 0.30 0.25 3 4 0.40 5 0.50 6 0.75 0.55 7 0.65 3 0.85 8 9 PLANOS DE FABRICACION ESTRUCTURAL – MECANICO – MONTAJE Proyectos CAD Antofagasta -Chile FONO FAX 483163 E-mail vizaproyectos@tie.cl Antofagasta L.V.C.