Dams Diverter DWG Block for AutoCAD

Dams Diverter DWG Block for AutoCAD

Work making dams

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

Mºpº support, Solid slab of hua, Esc., Vehicular passage detail, Main channel of hºcº, Esc., Pedestrian walkway detail, Mºpº support, Solid slab of hua, Main channel of hºcº, Mºpº support, Main channel of hºcº, cut, Elevation view, Plant view, Esc., tee, Mm. reinforcement, Metal gate, anchorage, Gate, anchorage, Threaded screw, Internal thread, Steering wheel, Screw thread guide, Steering wheel holder, tee, Separation mm., Control gate by pass, Basal structure, Delivery camera, Plant view of the taking work, Esc., Earth channel, Metal railing, Earthworks of protection, Discharge channel, Transition channel, Existing river channel, Earth channel, Income channel, Transition channel, Existing river channel, Batter, Earthworks of protection, Batter, Wall constructed with gabions of, Control structure, Power dissipating channel, Reno mattress base, Earthworks of protection, Batter, Control channel, Base of hc, Wall built with hc, Work of controlled take, On the river juchus jawira, Meters, Base of hc, Wall of hºcº of the control structure, Slab of hua, Zapata slab of hua, Earthworks of protection, Current ground level, yam., Transition channel, Reno mattress, Wall of hc, Reno mattress base, Transition channel, Entangled, Longitudinal cut of the work of taking, Esc., Cross-cut of the work of taking, Esc., Progressive, pending, Pte., Ground level, taking, Making work, natural terrain, Metal gate, Esc., Sluice gate, Threaded screw, Steering wheel, inside, Wall aleron of hº cº, Support beam hºaº, Secondary earth channel, Detail of railing metal staircase, Esc., Metal railing, Slab, Wall hc, Earthworks of protection, Gavion, Reno mattress, Metal gate type hoist, Esc., Closed closed door, Chain hoist, unity, Standard lift, Mts, test run, Load for max., Branches, Chain, dimensions, net weight, Stairs control structure, Esc., Slab, Column hºaº, Foundation hua, Column detail, Central, Angular track, Extremes, Esc., Sluice gate, profile, Hoist chain, Plate reinforcement, Metal iron, anchorage, Min, Gate, Angular, Side guides, Slab, Earthworks of protection, Cut, Esc., Cut d ‘, Esc., Cut and, Esc., Earthworks of protection, Gavion, detail, Detail structure of hua, Esc., scheme, Posic., Number of, Espac., times, Total kg, Unit. Kg, weight, length, Total ml, Unit. Ml, element, column, Solid slab, Foundation, Number of, Elem., column, Solid slab, Pedestrian crossing, Pedestrian crossing, Pedestrian crossing, The vehicular passage, The vehicular passage, The vehicular passage, Base stone, gate, Steering wheel, control, Gums for, gate, Usillo thread, Flush mount, Threaded screw, Income irrigation areas, Delivery dump, Embedment, Income channel, Delivery camera, Isometric gate, Reno mattress, date, draft, scale, sheet, consultant:, Project manager, Making work, Departmental irrigation service, flat:, Calculating ing design:, Geologo ing:, Agronomist ing:, Study design:, total, Subtotal, losses, Iron sheet, Esc. access, I love you, Making work, Delivery camera, Prog .:, Construction system, Vig., Wood deck detail, First class calamine, Larg

Raw text data extracted from CAD file:

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MURO DE HºCº (50% P.D.) DE LA ESTRUCTURA DE CONTROL LOSA DE HºAº ZAPATA LOSA DE HºAº TERRAPLEN DE PROTECCION h = 1.00 m NIVEL TERRENO ACTUAL N.A.M.E. CANAL DE TRANSICION COLCHON RENO 6x2x0.23 5 5 5 S=-2º/oo S=-2º/oo S=-2º/oo 5 5 MURO DE HºCº (50% P.D.) BASE DE COLCHON RENO 6x2x0.23 CANAL DE TRANSICION 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 0 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ENGAVIONADO 5 5 5 5 CORTE LONGITUDINAL DE LA OBRA DE TOMA (A-A') Esc. 1:100 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.00 CORTE TRASVERSAL DE LA OBRA DE TOMA (B - B') Esc. 1:50 PROGRESIVA PENDIENTE Pte. = 0.00% 3678.0 3679.0 3678.5 3679.5 3680.0 3680.5 3681.0 3681.5 3682.0 3682.5 3683.0 3683.5 3684.0 3684.5 3685.0 3685.5 3686.0 3686.5 3687.0 3687.5 3688.0 5 5 5 5 5 5 5 5 5 5 5 -0+008.0 -0+006.0 -0+004.0 -0+002.0 0+000.0 0+002.0 0+004.0 0+006.0 0+008.0 3688.5 -0+010.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COTA TERRENO TOMA Nº3 OBRA DE TOMA Nº3 TERRENO NATURAL COMPUERTA METALICA 1.00 x 1.20 x e=3 mm ESC. 1:40 COMPUERTA DE OBRA DE TOMA (Detalle "A") 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 USILLO ROSCADO Ø 1 1/2" VOLANTE DE CONTROL Ø 1" x 8" C/ROSCA INTERIOR MURO ALERON DE Hº Cº VIGUETA DE HºAº DE APOYO SOPORTE CANAL SECUNDARIO DE TIERRA 5 5 5 5 5 5 5 10.45 5 DETALLE DE BARANDA METALICA S/LOSA Y ESCALERA ESC. 1:25 BARANDA METALICA FG D= 2" 5 LOSA HºAº 5 L C (H17.5 - 50 % P.D.) MURO HºCº m = 1.5 1 TERRAPLEN DE PROTECCION h = 1.00 m GAVION 2x1x1 5 5 5 5 5 5 5 m = 1.5 1 5 5 5 5 5 5 5 m = 1.5 1 5 5 COLCHON RENO 6x2x0.23 5 5 5 5 5 5 m = 1.5 1 5 5 5 5 5 5 5 m = 1.5 1 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 COMPUERTA METALICA TIPO POLIPASTO ESC. 1:25 COMPUERTA ABIERTA Y CERRADA POLIPASTO A PALANCA CADENA UNIDAD 0,75 Tn 1,5 Tn 3 Tn Elevación estandar mts 1,5 Prueba de funcionamiento Kn 11 22 37,5 Esfuerzo para carga max. N 140 220 320 Ramales 1 Ø de cadena mm 6 8 10 Dimensiones (mm) A 148 172 200 B 90 98 115 C 136 160 180 D 40 45 58 H 325 380 480 L 280 410 410 K 34 38 48 Peso Neto Kg 7 11 21 A B H C L 5 5 5 5 5 ESCALERAS A LA ESTRUCTURA DE CONTROL Esc. 1:50 5 5 5 Ø=3/8" c/15 8 Ø=1/2" c/15 7 5 Ø= 1/2" c/10 2 Ø= 1/2" c/10 1 Ø= 1/2" c/10 Ø= 1/2" c/10 1 2 4 Ø=1" 3 3 4 Ø=1/4" c/20 5 Ø=1/4" c/20 6 Ø=3/8" c/15 8 Ø= 1/2" c/15 7 LOSA HºAº COLUMNA HºAº FUNDACION HºAº 5 5 5 5 5 5 5 5 DETALLE DE COLUMNA CENTRALES Ø=1/4" c/20 6 5 Ø=1/4" c/20 CARRIL ANGULAR 6 DE 2"X3/16" 5 5 EXTREMOS ESC. 1:20 5 5 5 5 5 5 5 5 SOPORTE COMPUERTA 2 PERFIL "C" 4"x2"x3/16" CADENA POLIPASTO REFUERZO PLETINA 2" x 3/16" PLANCHA METALICA e = 3/16" ANCLAJE D = 3/8" (Long. min = 0.20 m.) DE COMPUERTA 2 ANGULARES 2" X3/16" GUIAS LATERALES (Separación = 16 mm.) LOSA HºAº LOSA HºAº 5 5 TERRAPLEN DE PROTECCION h = 1.00 m CORTE F - F' Esc. 1:100 CORTE D - D' Esc. 1:100 CORTE E - E' Esc. 1:100 TERRAPLEN DE PROTECCION h = 1.00 m L C L C GAVION 2x1x1 DETALLE "A" 5 5 5 DETALLE ESTRUCTURA DE HºAº ESC. 1:100 4 Ø=1" 4 Ø=1" 2.85 165.30 0.994 164.31 7 1/2 15 58 8 2 1 10 240 1/2 1/2 10 99 1048.87 1081.65 3.973 3.973 1.10 264.00 2.75 272.25 40 ESQUEMA POSIC. 5 3 Nº 15 35 10 15 16 1/4 20 Nº DE ESPAC. (cm.) (pulg.) ø VECES 5 1 - 9 965 1/2 15 16 680 40 68 TOTAL kg 141.23 70.58 18.12 0.222 UNIT. kg PESO LONGITUD TOTAL ml UNIT. ml 0.617 0.994 8.88 142.08 7.15 114.40 1.20 81.60 9 11 11 11 11 44 44 6 1/4 20 24 1.42 6.30 0.222 28.40 10 ELEMENTO COLUMNA (Longitudinal Extremo) COLUMNA (Estribo Extremo) COLUMNA (Estribo Central) LOSA MACIZA (Compuerta Longit.) FUNDACION FUNDACION 5 5 25 5 225 100 5 5 265 5 5 1 9 9 4 Nº DE ELEM. 1 2 5 4 Ø=1" 4 4 35 24 5 1 - 485 64.17 0.617 5.20 104.00 COLUMNA (Longitudinal Extremo) 5 LOSA MACIZA (Compuerta Transv.) 25 5 LOSA PASO PEATONAL 9 5/8 20 8 32.28 1.552 2.60 20.80 1 100 60 60 15 15 5 5 5 5 5 5 10 Ø 5/8" c/20 cm 9 11 5 5 240 5 5 LOSA PASO PEATONAL 10 5/8 20 8 31.04 1.552 2.50 20.80 1 5 140 5 5 LOSA PASO PEATONAL 11 1/4 20 7 2.33 0.222 1.50 10.50 1 LOSA PASO VEHICULAR 12 5/8 20 18 72.63 1.552 2.60 46.80 1 100 60 60 15 15 5 5 240 5 5 LOSA PASO VEHICULAR 13 5/8 20 18 69.84 1.552 2.50 45.00 1 360 5 5 LOSA PASO VEHICULAR 14 1/4 20 32 26.28 0.222 3.70 118.38 1 13 12 14 Ø 5/8" c/20 cm 15 17 Ø=1" c/10 16 Empedrado base Compuerta Volante de Control Gomas para Compuerta c/ usillo s/ rosca Soporte a empotrar Usillo roscado Ingreso a las Areas de Riego Vertedero Repartidor Empotramiento Canal de Ingreso Camara de Distribucion COMPUERTA EN ISOMETRICO COLCHON RENO 6x2x0.23 5 10.05 FECHA : PROYECTO : ESC./INDICADA ESCALA : LAMINA : CONSULTOR: Gerente de Proyecto Ing.: OBRA DE TOMA Nº3 (Control Compuertas) SERVICIO DEPARTAMENTAL DE RIEGO PLANO: Calculo y Diseño Ing.: Geologo Ing.: Agronomo Ing.: ESTUDIO Y DISEÑO: SUPERVICION-EVALUACION: Ø=1" c/10 Ø=3/8" c/15 298.78 3286.53 2987.75 TOTAL [Kg] SUBTOTAL PERDIDAS 10% PLANILLA DE FIERROS ESC. ACCESO (Longitudinal Inf.) ESC. ACCESO (Longitudinal Sup.) ESC. ACCESO (Transversa) 450 15 1/4 20 32 73.98 0.617 5.45 59.95 1 180 5 16 1/4 20 32 31.22 0.617 2.30 25.30 1 100 5 5 17 1/4 20 32 52.92 0.560 1.05 47.25 1 5 5 35 55 45 L33 L1 L3 L5 L1 L3 L5 8016800N 8017000N 638400E 638600E 3683.2 3683.2 3683.2 3683.2 3683 2+550.0 0+050.0 0+100.0 0+150.0 0+050.0 0+100.0 0+150.0 2+500.0 EOP Sta = 2+536.35 OBRA DE TOMA Nº3 Camara de Distribucion Prog.: 2+536.35 CONSTRUCCION SISTEMA VIG. 2"x8" VIG. 2"x6" VIG. 2"x12" VIG. 2"x4" DETALLE MADERAMEN CUBIERTA CALAMINA PRIMERA CLASE LARG. 2"x2" 5 5 5 5 3682.250 3682.220 3682.191 3680.975 3680.079 3680.065 3681.258 3682.132 3682.425 3682.416

Language	Spanish
Drawing Type	Block
Category	Heavy Equipment & Construction Sites
Additional Screenshots
File Type	dwg
Materials	Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, block, dams, diverter, DWG, making, rigging, work