Bridge Abutments Bridge Boards DWG Block for AutoCAD

Bridge Abutments Bridge Boards DWG Block for AutoCAD

Bridge stirrups armor and formwork

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

provide armor waiting for supports, note :, coatings:, materials:, reinforcement, lower reinforcement, upper reinforcement, to be cut, total, pos., for a stirrup, long., diam., cant, reinforcing sheet, for a , summary sheet, —, abutment, weight, for two, abutments, plant, formwork, reinforcement, over the entire length, support detail of neoprene, measures in mms., polychloroprene, neoprene pad, bridge axle, steel plate , cut aa, cut bb, expansion joint, detail a, fischer anchor, or similar, fastened to concrete, welded, beam, return wall, footboard stirrup

Raw text data extracted from CAD file:

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33.24 33.13 32.29 33.09 33.32 33.12 32.98 33.11 32.92 32.87 32.76 32.80 32.63 32.72 32.71 32.51 32.85 32.57 32.77 32.62 32.68 32.80 32.90 33.00 33.10 33.08 32.81 32.85 32.85 32.82 33.05 33.03 32.98 32.76 32.76 32.98 32.82 33.07 32.86 32.83 32.80 32.64 32.59 32.63 32.67 32.62 32.77 32.91 32.93 32.50 33.17 33.34 33.37 33.28 33.31 32.59 32.66 32.71 32.90 32.76 32.97 32.93 32.79 32.94 32.93 32.83 32.76 32.61 32.94 32.78 32.73 32.89 32.33 32.59 32.66 32.84 32.56 32.67 32.48 32.74 32.96 33.30 33.44 33.16 33.01 32.91 33.02 32.79 32.90 32.84 32.77 32.84 33.04 33.33 32.87 32.94 32.69 32.73 32.75 33.07 32.99 32.90 32.85 32.83 32.64 32.87 32.92 32.73 32.64 32.59 32.55 33.07 33.01 32.52 33.09 32.76 32.70 33.01 32.79 32.86 33.08 33.09 33.06 33.04 32.80 33.37 33.33 33.29 33.26 33.17 33.72 32.83 33.56 33.53 32.66 33.47 33.51 33.58 32.68 33.47 33.34 32.90 33.19 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 32.63 32.62 32.61 32.80 32.79 32.73 32.73 32.78 32.66 32.66 32.63 32.77 33.04 32.91 33.17 32.92 32.77 33.05 33.44 33.24 32.52 32.82 32.52 32.82 32.82 32.70 32.62 33.50 33.55 33.40 33.40 33.70 33.11 33.20 33.35 33.20 32.99 33.11 33.20 33.32 33.32 33.05 33.35 33.15 32.70 32.50 32.50 33.21 32.29 33.33 33.11 33.19 32.89 32.83 32.70 33.17 33.59 32.76 33.71 33.54 33.72 33.54 33.71 33.53 33.71 33.28 32.92 33.63 33.72 33.48 33.09 33.28 33.33 33.18 33.63 33.68 33.68 33.70 33.72 33.71 33.60 33.32 33.30 33.04 33.33 33.07 32.99 33.26 33.17 33.72 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 33.26 30.33 30.38 30.33 30.38 33.21 33.30 33.21 32.29 33.41 33.50 33.33 33.33 32.60 32.60 33.08 32.84 32.95 33.05 33.25 32.91 32.57 32.75 32.75 32.71 32.70 32.80 32.88 32.84 32.86 32.82 32.72 32.80 32.70 32.75 32.85 32.60 32.65 32.73 32.75 32.73 32.80 32.58 32.78 32.60 32.60 32.81 32.62 32.85 32.51 32.70 32.50 32.89 33.04 33.03 33.28 32.88 32.93 32.89 33.21 32.89 32.82 32.88 33.16 33.11 32.99 32.95 32.92 32.71 32.63 32.63 32.67 32.75 32.74 32.82 32.90 33.82 32.74 32.93 32.88 32.84 32.86 32.79 32.80 32.72 32.74 32.63 32.97 33.01 32.85 32.86 32.72 32.66 32.63 32.55 32.77 32.53 32.55 32.85 32.65 32.69 32.67 33.15 33.10 33.11 32.84 32.88 32.83 32.69 32.76 32.85 32.95 32.83 32.95 33.20 33.07 33.10 33.03 33.11 33.09 33.10 33.13 33.31 33.22 33.30 33.46 33.34 33.38 33.46 33.58 33.66 33.64 33.67 33.58 33.22 33.09 33.00 32.94 33.27 33.28 33.31 33.28 33.41 33.31 33.30 33.01 33.18 33.26 33.19 32.89 32.90 32.83 32.70 33.17 33.59 32.76 33.71 33.54 33.72 33.54 33.71 33.53 33.71 33.28 32.92 33.63 33.72 33.48 33.09 33.28 33.33 33.18 33.18 33.19 33.53 33.47 33.65 33.51 33.67 33.49 33.70 33.45 33.69 33.52 32.71 33.58 33.58 33.42 33.63 33.68 33.68 33.70 33.72 33.71 33.71 33.60 33.57 33.35 33.36 33.29 33.26 33.21 33.23 33.16 33.15 33.16 33.16 33.19 33.10 33.10 33.11 33.09 33.07 32.87 33.00 33.29 33.29 33.24 33.24 33.13 32.29 33.09 33.14 33.32 33.12 32.98 33.11 32.92 32.92 32.87 32.87 32.76 32.80 32.63 32.72 32.71 32.51 32.85 32.57 32.77 32.62 32.68 32.80 32.75 32.80 32.83 32.90 33.00 33.10 33.08 33.03 32.96 32.90 32.68 32.81 32.85 32.85 32.82 33.05 33.03 32.98 32.76 32.76 32.98 32.82 33.07 32.86 32.83 32.80 32.64 32.59 32.63 32.67 32.62 32.77 32.91 32.93 32.43 32.21 31.83 31.50 32.50 32.27 31.67 31.55 31.90 32.02 31.72 30.96 31.11 31.14 31.32 31.33 31.26 31.27 31.10 31.06 31.06 31.08 31.13 30.94 30.90 30.86 31.01 31.00 31.00 31.12 31.24 31.22 31.26 31.02 31.24 31.38 31.37 31.28 31.30 31.12 31.01 31.13 30.88 30.90 30.74 30.99 30.91 30.86 30.58 30.86 30.76 30.63 30.59 30.67 33.17 33.34 33.05 33.04 33.13 33.12 33.37 33.28 33.31 32.59 32.66 32.71 32.90 32.76 32.97 32.93 32.79 32.94 32.93 32.83 32.76 32.61 32.94 32.78 32.73 32.89 32.33 32.19 32.15 32.08 31.83 31.87 31.56 31.52 30.99 30.97 31.01 31.08 31.06 30.97 31.01 30.90 30.74 31.03 31.06 31.13 31.15 31.10 30.93 31.07 31.03 30.86 30.87 30.72 30.43 31.34 31.30 31.16 31.30 31.09 30.91 30.97 31.07 32.59 32.66 32.84 32.68 32.60 32.56 32.67 32.48 32.74 32.96 33.30 33.44 33.16 33.61 33.62 33.30 33.01 32.91 33.02 32.79 32.90 32.84 32.77 32.84 33.04 33.33 32.87 32.94 32.69 32.73 32.75 33.07 32.99 33.10 33.16 32.65 32.77 32.53 32.90 32.85 32.83 32.64 32.87 32.92 32.73 32.64 32.59 32.55 33.07 33.01 32.52 33.09 32.76 32.70 33.01 32.79 32.86 33.08 33.09 33.06 33.04 32.80 32.97 33.37 33.33 33.29 33.26 33.17 33.72 32.83 33.56 33.53 32.66 33.47 33.51 33.58 32.68 33.47 33.34 32.90 33.19 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 32.63 32.62 32.61 32.80 32.79 32.73 32.73 32.78 32.66 32.63 32.66 32.78 32.63 32.92 33.04 32.79 32.91 33.05 33.17 33.04 32.91 33.17 32.92 32.79 33.05 33.46 33.26 33.26 33.03 33.06 32.86 33.03 33.07 32.86 33.51 33.40 33.40 33.70 33.20 33.07 33.32 33.19 33.05 33.35 33.15 32.90 32.70 32.70 30.33 30.38 33.55 33.40 33.25 33.20 33.10 33.22 33.07 33.12 33.07 33.04 33.07 33.04 33.22 33.10 32.92 32.92 32.99 33.11 33.11 32.99 32.87 30.33 30.38 32.95 32.95 33.12 33.07 33.07 PREVER ARMADURA EN ESPERA PARA APOYOS NOTA: ACERO PARA HORMIGON ARMADO: ADN-420 DE s = 4200 Kg/cm2 RECUBRIMIENTOS : EN PILOTES: 4.00 cm MATERIALES : HORMIGON PARA HORMIGON ARMADO: H-21 DE bk = 210 Kg/cm2 EN DINTEL: 3.00 cm RECUBRIMIENTO 4 cm 2 d8c/20 1 20d16 ESC 1:25 ARMADURAS CORTE 4-4 ARMADURA INFERIOR ARMADURA SUPERIOR 2 d8c/10 20d16 1 2 d8c/20 4 4 1 3 3 a cortar total 2.34 7 10 21 49.14 3.68 10 6 21 77.28 6.00 10 5 4 24.00 284.80 7.12 1 16 40 5.48 4 16 8 43.84 pos. (m) (mm) (m) PARA UN ESTRIBO long. diam. cant long. PLANILLA DE ARMADURA 12.00 8 2 14 168.00 43.84 8 3 5.48 16 20d16 (Lt=7.12) 1 7.12 dext =0.52 le=0.60 m 2 d8c/20 (Lt=12.00) d8c/10 (en 0.80m superior) (Lt=5.48) 8d16 3 4.04 0.72 0.72 (Lt=2.34) d10c/20 7 0.72 0.72 0.35 0.10 0.10 0.35 (Lt=3.68) 6 d10c/20 0.72 0.72 1.02 0.10 1.02 0.10 PARA UN PLANILLA RESUMEN total 888 --- diam. (mm) ESTRIBO (Kg) peso (m) long. PARA DOS 1776 ESTRIBOS (Kg) peso 585 16 372.48 1170 176 10 284.29 352 104 8 263.04 208 5 8d16 3 8d16 4 2d10 5 20d16 1 2 d8c/20 ARMADURAS CORTE 1-1 ESC 1:25 3 ARMADURAS CORTE 7-7 ESC 1:25 2d12 10 2d12 11 d10c/15 ext 12 d8c/15 14 d10c/20 8 d8c/15 9 d10c/15 int 13 d10c/15 12 d10c/15 13 d8c/15 14 (Lt=5.48) 8d16 4 4.04 0.72 0.72 (Lt=6.00) 4d10 5 4.04 0.98 0.98 (Lt=2.55) d10c/20 8 1.20 1.20 0.15 4.04 0.15 0.15 (Lt=4.34) d8c/15 9 0.32 1.92 1.30 0.32 2.60 (Lt=3.54) 2d12 10 (Lt=2.92) 2d12 11 (Lp=2.51) d10c/15 12 (Lp=2.51) d10c/15 13 0.20 0.20 var 1.30 a 1.92 0.70 0.70 var 1.30 a 1.92 (Lp=2.32) d8c/15 14 var 0.40 0.20 0.10 0.10 0.20 a 1.32 var 0.40 a 1.32 2.55 8 10 21 53.55 4.34 9 8 8 34.72 3.54 10 12 4 14.16 2.92 11 12 4 11.68 23 12 25.84 46 prom 2.51 12 10 16 40.16 prom 2.51 13 10 16 40.16 prom 2.32 14 8 26 60.32 5 d<> d<> 5 5 5 5 5 5 5 d<> 5 5 5 5 5 5 5 PLANTA ENCOFRADO ESC 1:25 CORTE 2-2 ENCOFRADO ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE 3-3 ENCOFRADO ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 3 3 CORTE 6-6 ENCOFRADO ESC 1:25 7 7 CORTE 2-2 ARMADURA ESC 1:25 CORTE 3-3 ARMADURA ESC 1:25 2d10 5 d10c/20 6 8d16 3 7 d10c/20 5 2d10 8d16 4 d10c/20 8 d8c/15 9 c/cara 1 c/cara d10c/20 6 d10c/20 7 en toda la longitud 8d16 4 d10c/20 6 en toda la longitud d10c/20 7 8d16 3 2 en toda la longitud 3 2 d10c/20 6 en toda la longitud d10c/20 7 en toda la longitud d8c/15 14 d10c/15 12 d10c/15 13 3 3 DETALLE APOYO DE NEOPRENO 0.031 0.05 0.30 0.40 0.40 0.30 5 5 5 31 8 0.05 0.031 MEDIDAS EN mms. POLICLOROPRENO DUREZA SHORE 70 ALMOHADILLA DE NEOPRENO B EJE PUENTE ESCALA 1:1 A B CHAPA DE ACERO 1 d6c/5 d6c/5 2 0.30 ESCALA 1:10 0.20 A CORTE A-A H° de 2da. etapa 0.20 0.30 d6c/5 1 2 H° de 2da. etapa d6c/5 CORTE B-B 5 3 3 3 JUNTA DE DILATACION ESC 1:25 DETALLE A ESC 1:5 ANCLAJE FISCHER FBA/FWA 12/15x100 Ó SIMILAR PLANCHUELA 4"x1/4" PLANCHUELA 4"x1/4" ABROCADA AL HORMIGÓN PLANCHUELA 4"x1/4" ABROCADA AL HORMIGÓN PLANCHUELA 4"x1/4" SOLDADA VIGA MURO DE VUELTA PLANCHUELA 4"x1/4" SOLDADA DETALLE A DINTEL ESTRIBO VIGA

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	armor, autocad, block, boards, bridge, DWG, formwork