Retaining Wall DWG Block for AutoCAD

Retaining Wall DWG Block for AutoCAD

Retaining Wall; reinforced concrete;

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

in meters, graphic scale, end contract, input track, cellar, parking area, wall in mesh, sand wall, wall in mesh, sand wall, Offices, line, double mesh, profile, vertical joint, detail, Wall, the reinforcement should not be interrupted, cold joint of the concrete, additional gasket reinforcement, icopor, plastic sealant, detail joining between walls in change of height, cut, detail expansion joint, spacing, hook, diameter, hook, diameter, table of minimum overlaps, bar, end contract, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, compacted without controlled quality, poor, of enclosure, of enclosure, of enclosure, of enclosure, of enclosure, of enclosure, of enclosure, of enclosure, poor concrete, non-quality compacted padding, non-quality compacted padding, poor concrete, natural terrain, buttress, buttress, poor concrete, non-quality compacted padding, natural terrain, double mesh, longitudinal wall profile, plant wall, buttress, buttress, poor concrete, non-quality compacted padding, natural terrain, double mesh, longitudinal wall profile, plant wall, low level, abscissa, vertical scale, horizontal scale

Raw text data extracted from CAD file:

\A1;4.07 \A1;0.64 \A1;0.12 \A1;0.12 \A1;4.05 \A1;1.30 \A1;0.40 \A1;1.60 \A1;2.20 \A1;1.00 \A1;0.25 \A1;4.07 \A1;0.12 \A1;0.12 \A1;0.64 \A1;4.05 0 ( EN METROS ) ESCALA GRAFICA 1 : 10 5 10 20 30 40 50 500 SON:14 ES:1 \A1;0.25 \A1;T \A1;20.00 \A1;300.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.70 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;19.82 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.52 \A1;0.25 \A1;4.20 \A1;4.20 \A1;0.25 \A1;4.20 \A1;0.20 \A1;4.20 \A1;0.25 \A1;4.20 \A1;0.25 \A1;4.20 \A1;0.30 \A1;4.20 \A1;4.20 \A1;0.20 \A1;4.20 \A1;0.25 \A1;4.20 \A1;0.25 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;0.476 \A1;0.456 \A1;0.456 \A1;0.436 \A1;0.436 \A1;0.417 \A1;0.417 \A1;0.436 \A1;0.40 \A1;0.436 \A1;0.67 \A1;0.42 \A1;0.655 \A1;0.405 \A1;0.64 \A1;0.391 \A1;0.625 \A1;0.375 \A1;0.61 \A1;0.20 \A1;0.41 \A1;0.645 \A1;0.395 \A1;0.63 \A1;0.38 \A1;0.615 \A1;0.415 \A1;0.65 \A1;0.40 \A1;0.635 \A1;0.385 \A1;0.618 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;20.00 \A1;19.82 \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.05 \A1;3.80 \A1;0.05 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.40 \A1;3.80 \A1;3.80 \A1;0.64 \A1;0.64 \A1;4.70 \A1;5.00 \A1;5.00 \A1;5.00 \A1;20.00 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;0.05 \A1;0.40 \A1;0.40 \A1;3.40 \A1;0.25 \A1;1.30 \A1;0.53 \A1;0.25 \A1;0.53 \A1;20.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.70 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.52 \A1;3.40 \A1;1.30 \A1;0.53 \A1;0.25 \A1;0.53 \A1;19.82 \A1;19.82 \A1;0.05 \A1;0.40 \A1;1.60 \A1;2.20 \A1;0.05 \A1;0.40 \A1;0.40 \A1;4.52 \A1;5.00 \A1;5.00 \A1;5.00 0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100 0+110 0+120 0+130 0+140 0+150 0+160 0+170 0+180 0+190 0+200 0+210 0+220 0+230 0+240 0+250 0+260 0+270 0+280 0+290 0+300 0+310 0+320 0+330 0+340 0+350 0+360 0+363.654 E:1058250.00 E:1058200.00 E:1058150.00 E:1058100.00 E:1058050.00 E:1058000.00 E:1057950.00 E:1057900.00 E:1057850.00 E:1057800.00 N: 942150.00 N: 942200.00 N: 942250.00 381.000 381.000 380.750 380.000 379.750 379.750 379.500 379.250 379.250 379.250 379.000 379.000 379.000 378.750 378.750 378.750 378.500 378.500 378.500 378.500 378.250 378.250 378.000 378.000 378.000 378.000 378.000 378.000 378.000 377.750 377.500 377.250 377.000 376.750 376.500 376.250 376.000 300.00ML FIN CONTRATO Entrada a la pista Bodega Zona parqueo Muro en malla Muro arena Muro arena Muro arena 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 PISTA\H0.8x; Muro en malla 1.10 Muro arena 67.27ML Oficinas LINEA 6.91 6.91 5 5 5 5 5 1#3@12cm 1#4@22cm 5 5 5 5 5 5 DOBLE MALLA 1#4@20cm 1#3@12cm 1#3@12cm 5 5 5 5 5 1#3@12cm 1#3@12cm 1#3@12cm 1#4@22cm PERFIL B-B esc_1:25 PERFIL A-A esc_1:25 \A1; JUNTA VERTICAL DETALLE 2 MURO MURO EL REFUERZO NO DEBE INTERRUMPIRSE JUNTA FRIA DEL CONCRETO 5 REFUERZO ADICIONAL EN JUNTA 1#3@12CM ICOPOR 1" SELLANTE PLÁSTICO DETALLE JUNTA ENTRE MUROS EN CAMBIO DE ALTURA CORTE 3/8X3/16" DETALLE JUNTA DE DILATACIÓN ESPACIAMIENTO MAX.=2.2Mt GANCHO 180º DIAMETRO B(cm) C(cm) # 3 6 6 # 4 8 7 # 5 10 7 # 6 12 8 # 7 14 9 # 8 16 10 C B #_ GANCHO 90º DIAMETRO B(cm) # 3 12 # 4 15 # 5 20 # 6 24 # 7 27 # 8 30 B #_ T TABLA DE TRASLAPOS MINIMOS BARRA NO._ BARRA NO._ BARRA NO._ T (MM) 4 450 5 550 6 800 8 1750 376 378 380 382 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 381.45 381.22 380.99 380.75 380.52 380.28 380.05 379.81 379.58 379.34 379.11 378.87 378.64 378.40 378.17 378.10 378.12 378.14 378.16 378.16 384 386 5 5 300.00ML FIN CONTRATO 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.05 0.40 1.60 2.20 5 5 5 5 0.25 4.20 4.20 0.25 4.20 0.20 4.20 0.25 4.20 0.25 4.20 0.30 4.20 4.20 0.20 4.20 0.25 4.20 0.25 4.20 4.20 4.20 4.20 4.20 0.476 0.456 \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M \W0.85;RELLENO COMPACTADO SIN CALIDAD CONTROLADA \W0.85;CONCRETO POBRE E:0.05M 0.456 0.436 0.436 0.417 0.417 0.436 0.40 0.436 0.67 0.42 0.655 0.405 0.64 0.391 0.625 0.375 0.61 0.20 0.41 0.645 0.395 0.63 0.38 0.615 0.415 0.65 0.40 0.635 0.385 0.618 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) \W0.85;MURO DE CERRAMIENTO - 2 (19.82X3.80X0.25) 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 5 \W0.85;MURO DE CERRAMIENTO - 1 (20.0X3.80X0.25) 5 19.82 \A1; CONCRETO POBRE E:0.05Mt 5 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA CONCRETO POBRE E:0.05Mt TERRENO NATURAL TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 1#4@22cm 1#4@22cm 1#4@22cm 1#3@12cm 1#3@12cm CONCRETO POBRE E:0.05Mt CONCRETO POBRE E:0.05Mt 1#3@12cm 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 5 1#3@12cm 1#4@22cm 1#3@12cm 1#4@22cm DOBLE MALLA 1#4@12cm PERFIL LONGITUDINAL MURO CERRAMIENTO-1 20.00X1.80X0.25 esc_1:40 PLANTA MURO CERRAMIENTO-1 20.00X1.80X0.25 esc_1:40 5 5 5 5 CONTRAFUERTE 1.60X0.30 5 5 5 5 5 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 CONTRAFUERTE 1.60X0.30 1#4@22cm 1#4@22cm 1#4@22cm 1#3@12cm 1#3@12cm CONCRETO POBRE E:0.05Mt CONCRETO POBRE E:0.05Mt 1#3@12cm 5 5 5 RELLENO COMPACTADO SIN CALIDAD CONTROLADA TERRENO NATURAL 5 5 5 5 5 5 5 5 5 5 1#3@12cm 1#4@22cm 1#3@12cm 1#4@22cm DOBLE MALLA 1#4@12cm PERFIL LONGITUDINAL MURO CERRAMIENTO-2 19.82X1.80X0.25 esc_1:40 PLANTA MURO CERRAMIENTO-2 19.82X1.80X0.25 esc_1:40 COTA RASANTE ABSCISA 382 381 380 379 378 377 376 384 386 383 385 ESCALA VERTICAL 1:50 ESCALA HORIZONTAL 1:500

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	autocad, béton armé, block, concrete, DWG, formwork, reinforced, reinforced concrete, retaining, schalung, stahlbeton, structural, wall