Bracket For Bridge DWG Block for AutoCAD

Bracket For Bridge DWG Block for AutoCAD

Bracket to bridge with a span of 30 m; Structural Design; Structural Form; Technical Specifications

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

sheet of iron for the abutment and the wing walls, general, concrete, brand, shape, quantity, length, partial, total, volume, total, contains :, ministry of transport and public works, area :, class :, studies: , province:, contract :, sheet :, scale :, date :, drawing :, consultant: solum ingenieros consultors sa, ing. designer, ing. project manager, legal representative, supervision: ministry of transport and public works, project :, ing. vial, ing. structures, guayas, provincial address of guayas, ing. victor roofing r., ing. hydraulic, ing. environmental, ing. floors and pavements, ing. genner rogel g., ing. emerita díaz d., ing. Victor nuques Garcés, Ing. teresa arms franco, ing. luis quiñonez colonel, bridge over churute river: indicated, coast, iii, primary, minimum free cover for wing walls, recommended minimum overlap, note:, structural steel in corrugated bars, minimum free cover for stirrups, technical specifications general, description, symbol, units, value, type a, type b, type o, type l, types of reinforcement, type c, type i, type d, double reinforcement, start and end of thickness, screen, pvc mechinales , support pot, seat, neoprene plate, mechinales, tube, non woven geotextile, c – c ‘cut, external seismic lock, interior seismic lock, before, nut, washer, with nut and washer, vistaplanta, front view, footboard cut to -a ‘, wing walls b-b’, detail of antisismic work, armor of mechinales, type g, type f, type j, type k, bridge abutment on the river churute

Raw text data extracted from CAD file:

\A1;0.43 \A1;0.35 \A1;0.07 \A1;0.38 \A1;0.10 \A1;0.10 PLANILLA DE HIERROS PARA EL ESTRIBO Y LOS MUROS DE ALA GENERALES DIMENSIONES (m) PESO (kg) CONCRETO Marca d Forma Cantidad a b c Longitud kg/m Parcial Total Volumen kgf/m3 101. 25 C 45 0.30 5.90 0.30 6.50 3.853 25.05 1.127.25 102. 25 L 45 5.90 0.30 6.20 3.853 23.89 1.075.05 103. 25 C 60 0.30 5.90 0.30 6.50 3.853 25.05 1.503.00 104. 25 C 30 0.30 10.40 0.30 11.00 3.853 42.39 1.271.70 105. 25 C 30 0.30 8.25 0.30 8.85 3.853 34.10 1.023.00 106. 25 C 45 0.30 8.25 0.30 8.85 3.853 34.10 1.534.50 107. 25 C 30 0.30 3.50 0.30 4.10 3.853 15.80 474.00 108. 18 I 66 9.10 9.10 1.998 18.18 1.199.88 109. 18 I 88 9.10 9.10 1.998 18.18 1.599.84 110. 12 I 29 9.10 9.10 0.888 8.08 234.32 111. 25 I 6 9.10 9.10 3.853 35.07 210.42 0.00 0.000 0.00 0.00 112. 32 C 80 0.30 3.45 0.30 4.05 6.313 25.57 2.045.60 113. 32 C 80 0.30 3.45 0.30 4.05 6.313 25.57 2.045.60 114. 25 L 40 0.30 2.00 2.30 3.853 8.86 354.40 115. 32 L 40 0.30 1.50 1.80 6.313 11.36 454.40 116. 25 C 40 0.30 4.90 0.30 5.50 3.853 21.19 847.60 117. 32 C 40 0.30 4.90 0.30 5.50 6.313 34.72 1.388.80 118. 25 I 35 3.45 3.45 3.853 13.29 465.15 119. 18 I 35 3.45 3.45 1.998 6.89 241.15 120. 18 I 10 8.00 16.00 1.998 31.96 319.60 121. 16 I 25 0.25 4.90 0.30 5.45 1.578 8.60 215.00 TOTAL 19.630.26 158.76 123.65 CONTIENE: MINISTERIO DEL TRANSPORTE Y OBRAS PÚBLICAS ZONA: CLASE: LONGITUD (m) ESTUDIOS: PROVINCIA: CONTRATO: HOJA: ESCALA: FECHA: DIBUJO: CONSULTOR: SOLUM INGENIEROS CONSULTORES S.A. ING. PROYECTISTA ING. DIRECTOR DE PROYECTO REPRESENTANTE LEGAL SUPERVISIÓN: MINISTERIO DE TRANSPORTE Y OBRAS PÚBLICAS PROYECTO: ING. VIAL ING. ESTRUCTURAS GUAYAS SUBSECRETARÍA REGIONAL 5 DIRECCIÓN PROVINCIAL DE GUAYAS SUPERVISIÓN DE ESTUDIOS VIALES R-5 ING. VICTOR TEJADA R. ING. HIDRAULICO ING. AMBIENTAL ING. SUELOS Y PAVIMENTOS ING. GENNER ROGEL G. ING. EMERITA DÍAZ D. ING. VÍCTOR NUQUES GARCÉS ING. TERESA ARMAS FRANCO ING. LUIS QUIÑONEZ CORONEL PUENTE SOBRE EL RIO CHURUTE: INDICADAS 1 "ESTUDIOS DE VÍAS DE ACCESO A LA RESERVA ECOLÓGICA MANGLARES CHURUTE, SECTOR LA FLORA Y SECTOR ADMINISTRATIVO, LONGITUD 7KM" 6555,23 COSTA III PRIMARIOS 1 RLC-MTOP-SR5-18-12 2013 RECUBRIMIENTO MÍNIMO LIBRE PARA LOS MUROS DE ALA cm 7.50 e TRASLAPE MINIMO RECOMENDADO UNIDADES UTILIZADAS EN (kg - m ), SIEMPRE QUE NO SE INDIQUE LO CONTRARIO NOTA : L cm 100.00 ACERO ESTRUCTURAL EN BARRAS CORRUGADAS RESITENCIA DEL HORMIGÓN A LOS 28 DÍAS RECUBRIMIENTO MÍNIMO LIBRE PARA LOS ESTRIBOS ESPECIFICACIONES TÉCNICAS GENERALES DESCRIPCIÓN e fy f´c SIMBOLO cm 7.50 kg / cm2 4,200.00 kg / cm2 350.00 UNIDADES VALOR 1\U+220525 Mc114 16\U+220518 Mc117 12\U+220518 Mc115 1\U+220525 Mc111 24\U+220518 Mc116 1\U+220525 c/20 Mc110 1\U+220525 c/20 Mc113 74\U+220518 Mc118 1\U+220525 c/20 Mc112 1\U+220525 c/20 Mc110 a b c b a b TIPO A TIPO B TIPO O a c b b a TIPO L TIPOS DE ARMADO 30° 30° b a b TIPO C a TIPO I a c d TIPO D b \A1;500 \A1;500 \A1;500 \A1;450 \A1;2500 \A1;2500 \A1;2500 \A1;450 \A1;500 \A1;500 \A1;500 \A1;500 \A1;9400 \A1;1200 \A1;500 \A1;600 \A1;600 \A1;300 \A1;600 \A1;300 \A1;3000 \A1;900 \A1;2100 \A1;6000 \A1;1000 \A1;1000 \A1;5650 \A1;1881/1787 \A1;500 \A1;8531/8437 \A1;1000 \A1;1000 \A1;7437/5000 \A1;8437/6000 \A1;819.61 \A1;5196.15 \A1;700 \A1;2557.89 \A1;1818.65 \A1;819.61 \A1;5196.15 \A1;1500 \A1;1500 \A1;1500 \A1;150 \A1;150 \A1;9400 \A1;1350 \A1;5000 \A1;500 \A1;2557.89 \A1;1818.65 \A1;2557.89 \A1;1818.65 \A1;819.61 \A1;5196.15 \A1;1350 \A1;5000 \A1;500 \A1;500 \A1;900 \A1;1600 \A1;900 \A1;600 \A1;150 \A1;500 \A1;500 \A1;600 \A1;300 \A1;600 \A1;300 \A1;2800 \A1;900 \A1;1800 \A1;5500 \A1;1000 \A1;900 \A1;5750 \A1;1881/1789 \A1;500 \A1;8531/8439 \A1;150 \A1;200 \A1;150 DOBLE ARMADURA 12x500 Mc 129 inicio y fin del espesor de la pantalla +8.65 MECHINALES PVC 8.65 APOYO POT +10.437 2.00% 2.00% C L ASIENTO C C' 8d 18 Mc 122 Estribo 15d12 Mc 123 \A1;Kn 1000 \A1;mm. 280 \A1;mm. 300 \A1;mm. 72 \A1;mm. 208 \A1;mm. 358 \A1;mm. 378 \A1;APOYO FIJO 2 SENTIDOS \A1;Kn 1000 \A1;mm. 290 \A1;mm. 434 \A1;mm. 101 \A1;mm. 150 \A1;mm. 354 \A1;mm. 230 \A1;APOYO UNIDIRECCIONAL LONGITUDINAL \A1;KG 62 \A1;mm. 374 \A1;KG 40 \A1;DAi. \A1;W \A1;DAs \A1;DLs \A1;L \A1;H \A1;La \A1;La 5 5 \A1;DAs 5 5 5 5 PLACA DE NEOPRENO +8.65 +3.00 A´ +3.00 A +10.437 +10.531 +0.00 +2.00 +3.00 1\U+220525 c/200 Mc105 99\U+220518 Mc110 1\U+220525 c/200 Mc103 26\U+220510 Mc111 30\U+220518 Mc109 +4.50 +1.00 1\U+220525 c/200 Mc101 1\U+220525 c/200 Mc101 1\U+220525 c/200 Mc102 C L +8.65 1\U+220516 c/200 Mc108 5d10 Mc 128 +10.437 B´ B 3.00 +3.00 +10.531 +8.65 +8.00 +3.00 +3.00 +2.00 +3.00 MECHINALES, TUBO DE PVC d = 100mm L= 35 a 85 cm PENDIENTE 2% GEOTEXTIL NO TEJIDO PIEDRA CHISPA 3/4" NT 1600 \A1;3000 \A1;500 \A1;100 \A1;100 \A1;100 \A1;300 1\U+220525 c/200 Mc118 64\U+220518 Mc119 1\U+220525 c/200 Mc115 1\U+220525 c/200 Mc114 1\U+220525 c/200 Mc117 36\U+220518 Mc121 1\U+220525 c/200 Mc116 1\U+220525 c/200 Mc114 +9.437 replantillo e=10cm +4.50 +9.437 a 7.0 36\U+220518 Mc120 5d10 Mc 127 \A1;Nmax \A1;ds \A1;di \A1;H \A1;La \A1;DAs \A1;DAi \A1;Peso \A1;Nmax \A1;L \A1;W \A1;H \A1;La \A1;DAi \A1;DLs \A1;Peso \A1;DAs \A1;DAi. \A1;H \A1;La \A1;La CORTE C - C' +8.65 +10.531/+10.437 +10.437/+8.00 1\U+220520 c/200 Mc106 1\U+220525 c/200 Mc104 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1881/1787 5 8531/8437 5 5 7437/5000 8437/6000 819.61 5196.15 5 RELLENO CON MATERIAL DE MEJORAMIENTO SELECCIONADO TIPO MOP COMPACTADO AL 95% DEL PROCTOR MODIFICADO. GEOTEXTIL NO TEJIDO. NT 1600 PIEDRA CHISPA 3/4" replantillo e=10cm +8.00 +7.00 T.N. +4.50 2557.89 1818.65 819.61 5196.15 1500 1500 5 +4.50 10d 16 Mc 125 6d 16 Mc 126 5d16 Mc 124 5 5 +7.00 T.N. +10.437 +8.00 5 5 5 5 2557.89 1818.65 +8.00 +3.00 +3.00 2557.89 1818.65 819.61 5196.15 5 5 TRABA SISMICA EXTERIOR TRABA SISMICA INTERIOR \U+2205 5 APOYO POT ASIENTO 5 5 5 5 TRABA SISMICA INTERIOR TRABA SISMICA EXTERIOR MECHINALES, TUBO DE PVC Ø = 100mm L= 90 cm PENDIENTE 2% TRABA SISMICA EXTERIOR (500x600x500 ) 5 5\U+220516 c/200 Mc112 5\U+220516 Mc113 8\U+220525 Mc107 +2.00 +3.00 (700x600xh) (1600x600x500) (500x600x500) área 12.7743 área 25.2017 NEOPRENO SHORE 60 (300x400x20) RELLENO CON MATERIAL DE MEJORAMIENTO SELECCIONADO TIPO MOP COMPACTADO AL 95% DEL PROCTOR MODIFICADO. 5 área 0.2250 área 106.7181 +4.50 +2.00 +8.65 +2.90 +9.439 +10.531/+10.439 5 5 5 5 5 5 5 5 5 5 5 5 5 1881/1789 5 8531/8439 MATERIAL DE MEJORAMIENTO SELECCIONADO \W6.55251; TIPO MOP COMPACTADO AL \W8.59466; 95% DEL PROCTOR MODIFICADO. GEOTEXTIL NO TEJIDO. NT 1600 PIEDRA CHISPA 3/4" MECHINALES, TUBO DE PVC Ø = 100mm L= 90 cm PENDIENTE 2% replantillo e=10cm ANTES 5 TUERCA ARANDELA GROUTT e=50 5 PLACA 100x250x6 150 PERNOS Ø14 L=2500 4 pernos d 16 L=300 con tuerca y arandela \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fArial|b0|i0|c0;\C7; \fTahoma|b1|i0|c0;\c16711680; \fArial|b0|i0|c0;\C7; \fArial|b1|i0|c0;\c16711680; V I S T A P L A N T A ESCALA 1 : 75 V I S T A F R O N T A L ESCALA 1 : 75 ESTRIBO CORTE A-A' ESCALA 1 : 75 MUROS DE ALA CORTE B-B' ESCALA 1 : 75 DETALLE DE TRABA ANTISISMICA ESCALA 1 : 25 DETALLE DE ASIENTO (700x600xh)cm ESCALA 1 : 25 ARMADURA DE MECHINALES ESCALA 1 : 20 a b c TIPO A TIPO O a c b b a TIPO L TIPOS DE ARMADO a TIPO I a b TIPO G a c d TIPO F b a b TIPO J b a b TIPO C a b TIPO K b b a b c TIPO B d a d c TIPO D b b a b TIPO C c c CONTIENE: ZONA: CLASE: LONGITUD (m) ESTUDIOS: PROVINCIA: CONTRATO: HOJA: ESCALA: FECHA: DIBUJO: ING. PROYECTISTA ING. DIRECTOR DE PROYECTO REPRESENTANTE LEGAL PROYECTO: ING. VIAL ING. ESTRUCTURAS ING. HIDRAULICO ING. AMBIENTAL ING. SUELOS Y PAVIMENTOS ESTRIBO PUENTE SOBRE EL RIO CHURUTE INDICADAS 1 "ESTUDIOS DE VÍAS DE ACCESO A LA RESERVA ECOLÓGICA MANGLARES CHURUTE, SECTOR LA FLORA Y SECTOR ADMINISTRATIVO, LONGITUD 7KM" 6555,23 III

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	autocad, block, bracket, bridge, Design, DWG, form, specifications, structural, technical