Foundation Jaw Crusher Plant DWG Block for AutoCAD

Fundation jaw crusher plant

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

element, pos., diam., bend, straight, comp., total, var., total :, new, primary crushing study, ref. columns, beams frame, starter frame, references, anchor plates bolts, anchor plate size, abstract steel, element, span and base plate, comp. total

Raw text data extracted from CAD file:

Elemento Pos. Diam. Q. Dob. (cm) Reta (cm) Dob. (cm) Comp. (cm) Total (cm) CA-50-A (kg) CA-60-B (kg) N1=N3=N7=N9=N15 N17=N21=N23 1 d16 10 25 165 25 215 2150 33.8 2 d16 9 25 165 25 215 1935 30.4 3 d16 17 VAR. VAR. 4828 75.8 4 d16 16 VAR. VAR. 4496 70.6 5 d16 2 18 168 18 204 408 6.4 6 d16 2 18 168 18 204 408 6.4 7 d16 2 18 168 18 204 408 6.4 8 d16 2 18 168 18 204 408 6.4 259.8 2078.4 Total+10%: (x8): C.1 [N21-N15] C.1 [N23-N17] 9 d12.5 2 370 370 740 7.3 10 d12.5 2 388 388 776 7.6 11 d8 6 133 133 798 3.1 19.8 39.6 Total+10%: (x2): C.1 [N23-N21] C.1 [N3-N1] C.1 [N17-N15] C.1 [N9-N7] 12 d12.5 2 565 565 1130 11.1 13 d12.5 2 583 583 1166 11.4 14 d8 13 133 133 1729 6.8 32.2 128.8 Total+10%: (x4): d8: 36.4 0.0 d12.5: 132.0 0.0 d16: 2078.4 0.0 Total: 2246.8 0.0 N1, N3, N7, N9, N15, N17, N21 e N23 25 10N1d16c/18 C=215 55 40 40 17N3d16c/10 C=275-287 40 50 50 40 65 25 N1 25 9N2d16c/18 C=215 53 41 41 16N4d16c/10 C=273-283 40 50 50 40 90 N1 18 2N5d16 C=204 18 2N6d16 C=204 18 2N7d16 C=204 18 2N8d16 C=204 180 180 novo estudo britagem primária Escala: 1:50 C.1 [N21-N15] e C.1 [N23-N17] 20 20 2N9d12.5 C=370 29 29 2N10d12.5 C=388 8 29 29 6N11d8c/30 C=133 40 40 90 90 150 90 90 510 50 40 90 N21 N15 C.1 [N23-N21], C.1 [N3-N1], C.1 [N17-N15] e C.1 [N9-N7] 20 20 2N12d12.5 C=565 29 29 2N13d12.5 C=583 8 29 29 13N14d8c/30 C=133 40 40 90 90 345 90 90 705 50 40 90 N23 N21 Elemento Pos. Diam. Q. Dob. (cm) Reta (cm) Dob. (cm) Comp. (cm) Total (cm) CA-50-A (kg) CA-60-B (kg) C.1 [N17-N9] C.1 [N15-N7] 1 d12.5 2 590 590 1180 11.6 2 d12.5 2 608 608 1216 11.9 3 d8 14 133 133 1862 7.3 33.9 67.8 Total+10%: (x2): C.1 [N7-N1] C.1 [N9-N3] 4 d12.5 2 780 780 1560 15.3 5 d12.5 2 798 798 1596 15.7 6 d8 20 133 133 2660 10.4 45.5 91.0 Total+10%: (x2): d8: 38.8 0.0 d12.5: 120.0 0.0 Total: 158.8 0.0 C.1 [N17-N9] e C.1 [N15-N7] 20 20 2N1d12.5 C=590 29 29 2N2d12.5 C=608 8 29 29 14N3d8c/30 C=133 40 40 90 90 370 90 90 730 50 40 90 N17 N9 novo estudo britagem primária Escala: 1:50 C.1 [N7-N1] e C.1 [N9-N3] 20 20 2N4d12.5 C=780 29 29 2N5d12.5 C=798 8 29 29 20N6d8c/30 C=133 40 40 90 90 560 90 90 920 50 40 90 N7 N1 70 210 70 120 360 120 350 600 57.5 235 57.5 65 470 65 30 290 30 30 540 30 Espessura placa base: 50 mm 35 65 Espessura: 13 mm 35 65 Espessura: 13 mm Dimensões Placa = 350x600x50 mm ( A-36 ) Parafusos = 4d36 mm, ISO 898.C4.6 Ref. pilares : N1=N3=N7=N9=N15=N17=N21=N23 Escala 1 : 20 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 180 x 180 x 90 / 65 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 C.1 40×40 N1 N3 N7 N9 N15 N17 N21 N23 novo estudo britagem primária Escala: 1:50 QUADRO DE VIGAS TRAVAMENTO 40 40 C.1 Arm. sup.: 2 d12.5 CA-50-A Arm. inf.: 2 d12.5 CA-50-A Estribos: 1xd8 CA-50-Ac/30 Quadro de arranques Referências Pernos de Placas de Ancoragem Dimensão de Placas de Ancoragem N1, N3, N7, N9, N15, N17, N21 e N23 4d36 mm L=75 cm 350x600x50 (mm) Resumo Aço Elemento, Tramo e Placa de base Comp. total (m) Peso+10% (kg) CA-50-A d8 175.6 76 d12.5 233.2 252 d16 1203.3 2078 2406 Total