Torre Monopole DWG Detail for AutoCAD

Torre Monopole DWG Detail for AutoCAD

Structural design of a monopole tower 33 meters high; Construction Details and foundation design.

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

element, brand, we say, no, long, total, grade, total:, scale:, element, brand, we say, no, layout, long, total, grade, check in plane, check in plane, check in plane, total:, foundation, motherboard level, view xx, seen yy, section, section, brand, we say, no, long, total, Guide anchor to the center of the plate, bolt:, detail bolt anchorage, motherboard, mortar of leveling, Concrete:, support, plate dimensions mm, bolts, ref. columns, no scale, mm., plant, support base, profile, motherboard, scale, no scale, base, mm., base, mm., base, mm., base, mm., base, mm., octagonal section, mm., octagonal section, mm., octagonal section, mm., octagonal section, mm., octagonal section, mm., cm., ground replacement, improvement material cm., support, mm., plate, mm., plates, mm., octagonal section, mm., octagonal section, mm., top view, support, mm., plate, mm., bolt, plates, mm., octagonal section, mm., octagonal section, mm., support, mm., plate, mm., bolt, plates, mm., octagonal section, mm., octagonal section, mm., bolt, support, mm., plate, mm., bolt, plates, mm., octagonal section, mm., octagonal section, mm., side view, detail, top view, side view, detail, top view, side view, detail, top view, side view, detail, stretch, see detail, scale:, list of materials, no, dimensions in millimeters, exagonal head bolt nut for bolt head exagonal head bolt nut for plate base plate base plate base plate supports octagonal section octagonal section octagonal section octagonal section, plate, mm., bolt, column, motherboard, bolt, welding, stretch, octogono, concrete base, detail base board welding, start stretch, base, mm., see detail, stretch, octagonal section, mm., mm., contains:, reviews:, scale: the ones indicated, octagonal monopole tower, structural design:, Structural foundation design, minimum diameter of bent, hook length, of rod, Minimum length to the shaft of the rod, detail of hooks for scaleless stirrups, stirrup, main armor, of rod, Minimum length to the shaft of the rod, minimum diameter of bent, hook length, detail of folded hooks without scale, materials: octagonal sections: the octagonal post sections must be hot galvanized according to astm will be made to be manufactured with steel sheets according to ASTM nuts bolts: the bolts will be made of galvanized steel high elastic limit must meet the standards astm base motherboards supports: motherboards which will be used for the union of the sections must be of steel astm superior as well as the supports. welding: all welding will be carried out according to the manual method of metal arc

Raw text data extracted from CAD file:

Elemento Marca Diám. No. Long. (cm) Total (cm) Grado 60 (kg) CM1 1 d16 10 345 3450 54.5 2 d16 10 345 3450 54.5 3 d16 10 353 3530 55.7 4 d16 10 353 3530 55.7 5 d16 20 388 7760 122.5 6 d32 4 482 1928 121.7 7 d10 4 324 1296 8.0 519.9 Total+10%: d10: 8.8 d16: 377.2 d32: 133.9 Total: 519.9 CM1 Escala: 1:50 21 21 30 10Mc-1:d16c/25 L=345 25 25 30 10Mc-3:d16c/25 L=353 128 128 C1 24 24 27 10Mc-2:d16c/25 L=345 28 28 27 10Mc-4:d16c/25 L=353 128 128 45 C1 255 255 Elemento Marca Diám. No. Esquema (cm) Long. (cm) Total (cm) Grado 60 (kg) C1 1 d10 48 77 77 8 322 15456 95.2 2 d10 96 77 28 8 222 21312 131.3 3 d32 2 Consultar en plano 380 760 48.0 4 d32 2 Consultar en plano 380 760 48.0 5 d16 15 40 282 38 360 5400 85.2 6 d16 5 Consultar en plano 360 1800 28.4 479.7 Total+10%: d10: 249.2 d16: 124.9 d32: 105.6 Total: 479.7 Cimentación Nivel Placa Base A A B B 15Mc-5: 2Mc-4: 2Mc-3: 5Mc-6: A A B B Vista XX -2.500 +0.000 5Mc-6: 2Mc-4: 2Mc-3: 15Mc-5: Vista YY Mc-1:+2Mc-2: c/6 14d10 Mc-1:+2Mc-2: c/6 14d10 Mc-1:+2Mc-2: c/6 14d10 5 3 3 40 281 60 2Mc-3:d32 L=380 40 281 60 2Mc-4:d32 L=380 40 282 40 15Mc-5:d16 L=360 40 282 40 5Mc-6:d16 L=360 Mc-4: Mc-5: Mc-3: Mc-6: Mc-3: Mc-5: Mc-4: Mc-5: 85 85 2Mc-3:d32 2Mc-4:d32 15Mc-5:d16 5Mc-6:d16 Sección A-A 77 77 8 Mc-1:d10c/6 L=322 28 77 8 Mc-2:d10c/6 L=222 Mc-4: Mc-5: Mc-3: Mc-6: Mc-3: Mc-5: Mc-4: Mc-5: 85 85 2Mc-3:d32 2Mc-4:d32 15Mc-5:d16 5Mc-6:d16 Sección B-B 77 77 8 Mc-1:d10c/6 L=322 28 77 8 Mc-2:d10c/6 L=222 Marca Diám. No. Long. (cm) Total (cm) 1 d10 48 322 15456 2 d10 96 222 21312 3 d32 2 380 760 4 d32 2 380 760 5 d16 15 360 5400 6 d16 5 360 1800 225 400 225 225 400 225 850 850 70 175 Orientar anclaje al centro de la placa 950 Perno: d35 mm, A-307 Detalle Anclaje Perno Placa base Mortero de nivelación Hormigón: f'c=240 100 Soporte Dimensiones Placa = 800x30 mm Pernos = 8d35 mm, A-307 Ref. columnas : N1 (C1) Sin Escala 85 85 100x70x6 mm. Planta Base de Apoyo Perfil Placa Base Placa base Escala 1:20 +0.500 Sin Escala 600 600 600 600 600 Base 800x30 mm. Base 540x8 mm. Base 540x8 mm. Base 540x8 mm. Base 500x8 mm. TRAMO OCTOGONAL 400x8 mm. TRAMO OCTOGONAL 400x8 mm. TRAMO OCTOGONAL 400x4 mm. TRAMO OCTOGONAL 350x4 mm. TRAMO OCTOGONAL 350x4 mm. Replantillo, HS° 180 Kg/cm2 e=10 cm. Reemplazo de suelo Material de mejoramiento e=80 cm. 500 350 Soporte 100x70x6 mm. Placa d 500x8 mm. 70 6 2 Placas d 500x8 mm. 100 TRAMO OCTOGONAL d 350x4 mm. TRAMO OCTOGONAL d 350x4 mm. 350 VISTA SUPERIOR 540 350 Soporte 100x70x6 mm. Placa d 540x8 mm. Perno d 5/8x2" A-307 NF 70 6 2 Placas d 540x8 mm. 100 TRAMO OCTOGONAL d 350x4 mm. TRAMO OCTOGONAL d 400x4 mm. 400 540 400 Soporte 100x70x6 mm. Placa d 540x8 mm. Perno d 5/8x2" A-307 NF 70 6 2 Placas d 540x8 mm. 100 TRAMO OCTOGONAL d 400x4 mm. TRAMO OCTOGONAL d 400x8 mm. 400 Perno d 5/8x2" A-307 NF 100 100 100 540 400 Soporte 100x70x6 mm. Placa d 540x8 mm. Perno d 5/8x2" A-307 NF 70 6 2 Placas d 540x8 mm. 100 TRAMO OCTOGONAL d 400x8 mm. TRAMO OCTOGONAL d 400x8 mm. 400 100 VISTA LATERAL DETALLE A - B VISTA SUPERIOR VISTA LATERAL DETALLE C VISTA SUPERIOR VISTA LATERAL DETALLE D VISTA SUPERIOR VISTA LATERAL DETALLE E TRAMO 1 TRAMO 2 TRAMO 3 TRAMO 4 TRAMO 5 ver Detalle B ver Detalle C ver Detalle D ver Detalle E Escala: 1:10 Lista de Materiales No. 80 160 Dimensiones en milímetros (mm) \U+25CF Perno 5/8x2" A-307 cabeza exagonal \U+25CF Tuerca para perno 5/8" \U+25CF Perno 35mm. A-307 L=1250 cabeza exagonal \U+25CF Tuerca para perno 35mm. \U+25CF Placa base 500x8mm. \U+25CF Placa base 540x8mm. \U+25CF Placa base 600x30mm. \U+25CF Soportes 100x70x6mm. \U+25CF Tramo Octogonal 400x8mm. L=600mm. \U+25CF Tramo Octogonal 400x4mm. L=600mm. \U+25CF Tramo Octogonal 350x4mm. L=600mm. \U+25CF Tramo Octogonal 350x4mm. L=300mm. 8 8 4 6 1 40 2 1 2 Placa d 800x30 mm. Perno d 35mm. A-307 Columna 0.85x0.85m. 800x30mm. d 800X30mm. PLACA BASE d 35mm. PERNO SOLDADURA TRAMO 1 Octogono 400x8mm. 850x850mm. BASE HORMIGON DETALLE PLACA BASE Y SOLDADURA INICIO TRAMO 1 Base 500x8 mm. ver Detalle A 300 TRAMO 6 TRAMO OCTOGONAL 350x4 mm. 2 1 400x4 mm. 400x4 mm. 400x4 mm. CONTIENE: REVISIONES: Escala: Las indicadas TORRE MONOPOLO OCTOGONAL Diseño Estructural: DISEÑO ESTRUCTURAL DE CIMENTACIÓN Diámetro mínimo de doblado 6d b \W2.03543; Longitud del \W4.05924; gancho 5.5d b 4.5d b \W5.37633; db=Diámetro de varilla Longitud mínima del gancho=9,5db al eje de la varilla \W9.16291; detalle de ganchos \W9.93275; para estribos \W8.86073; sin escala estribo Armadura principal \W5.37633; db=Diámetro de varilla Longitud mínima del gancho=9,5db al eje de la varilla Diámetro mínimo de doblado 4db 90° 45° 4db \W8.62698; Longitud del gancho \W9.16291; detalle de ganchos \W9.46636; doblados a 180° \W8.86073; sin escala \W8.96753; \W8.96753; \W8.98330; MATERIALES: \W8.96753; \W9.03607; TRAMOS OCTOGONALES: \W8.00865; - Los tramos o postes octogonales deben ser galvanizados \W9.83094; en caliente según ASTM 123, \W8.96372; beberán ser fabricados con láminas de acero \W8.60515; según ASTM A 570 G-36. \W8.96753; \W9.29004; PERNOS - TUERCAS: \W7.31436; Los pernos serán de acero de alto límite elástico galvanizados \W9.26487; y deberán cumplir las normas ASTM A-325. \W8.96753; \W8.45670; PLACAS BASE Y SOPORTES: \W7.49888; - Las placas base que se utilizarán para para la unión de los tramos \W7.81249; deberán ser de acero ASTM A-36 36ksi o superior \W9.38191; así como también los soportes. \W8.96753; \W8.98330; SOLDADURA: \W7.96103; Toda soldadura se realizara de acuerdo al procedimiento de \W8.80058; "Soldadura manual de arco metálico blindado"

Language	N/A
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, construction, Design, DETAIL, details, DWG, FOUNDATION, high, meters, monopole, structural, torre, tower