Gangplank DWG Block for AutoCAD

Gangplank DWG Block for AutoCAD

Hanging gangplank for pipes 30m light

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

of steel., Type of wear., Other dawns have some, Check if the, Wire breakage in cable, To crack, The blocks of, Every six months inspect, High strength steel, cable, Tensioner detail, Pvc tube, Anchor cover, Resintence of, High steel, Anchor detail, Simple concrete for, cable, Jaws, cable, Jaws, padlock, Jaws, chain, tensor, Guardrail, Pvc tube, chain, padlock, Jaws, your B. Coplas pzas., variable, Top detail, Main cable, thread, of the tower, unscaled, tower, welding, couplet, High steel, resistance, soldier, plug, variable, of the tower, Top detail, variable, Main cable, variable, Tee fg, resistance, High steel, variable, Fg tower, Maximum permissible drop between activity does not include piping adduction network accessories., Imp. Genesis la paz, do not., quantity, description, Diameters, Tight wire, Suspension cable, Suspension cable, Suspension cable, Suspension cable, Suspension cable, Pvc pipe, Guardrail for, Clamps for, Modified clamp for, Guardrail for, Clamps for, Tensioner, Bronze padlock, diameter, of the, pipeline, tower, Foundation, anchorage, diameter, of the tower, Of the cable, tensor, tensor, Of the pipe, steel chain, jaw, Broken step m., Bolivian republic, date, Type plane, scale, Department:, municipality:, of the, Plan, flat land, of the tower, Foundation, diameter, pipeline, of the, pending, ground, diameter, tower, Of the cable, anchorage, Sloping terrain case, tensor, arrow, cable, of the, Long, Jaws, padlock, Tensor faith, chain, Guardrail, Jaws, Suspension cable, Jaws, Of steel, Main cable, Guardrail, Suspension tie, suspension, see detail, scale, unscaled, High strength steel, cable, Pvc pipe, Anchor cover, resistance, High steel, Single concrete for, cable, Jaws, cable, Jaws, Pvc pipe, chain, padlock, tensor, unscaled, Notes, Anchor detail, Suspension detail, Tensioner detail, Suspension bridge lift, variable, Anchor case for, Pipe fg, Anchor case for, Sloping ground, unscaled, two. Shifter stone, unscaled, of the tower, Top detail, variable, Main cable, variable, Tee fg, resistance, High steel, variable, Fg tower, High strength, Indicated, Maximum permissible slope between the activity does not include the adduction pipeline or accessories., two. Shifter stone, Tables for the selection of dimensions, Flat ground case

Raw text data extracted from CAD file:

de acero. tipo de desgaste. dazas y otros presentan algun Verificar si las tuercas, mor- rotura de hilos en el cable servar grietas en H; tubos, los bloques de arriostre, ob- Cada seis meses inspeccionar OPERACION/MANTENIMIENTO ACERO ALTA RESISTENCIA d DE 1" ACERO ALTA RESISTENCIA DE 1" CABLE DETALLE DEL TENSOR TUBO PVC DE 2 1/2" RECUBRIMIENTO ANCLAJE RESINTENCIA DE d 1" ACERO ALTA DETALLE DEL ANCLAJE HORMIGON SIMPLE PARA CABLE CABLE MORDAZAS CABLE 0.15 MORDAZAS CANDADO 12 MORDAZAS MORDAZAS CADENA TENSOR 7/8" d 13 GUARDACABLE 11 TUBO PVC DE 2 1/2" CADENA CANDADO MORDAZAS 12 3) TUB. 32m COPLAS 11 pzas. d variable DETALLE DEL TOPE Cable principal Rosca DE LA TORRE Sin escala Torre Soldadura Copla Acero de alta resistencia d 5/8" soldado Tapón d variable S/ESCALA DE LA TORRE DETALLE DEL TOPE d VARIABLE CABLE PRINCIPAL d VARIABLE TEE FG RESISTENCIA d 5/8" ACERO DE ALTA d VARIABLE TORRE FG 1) Desnivel máximo permitido entre anclajes:1.00m. 2) La actividad no incluye la tubería de la aducción o red de distribución, m accesorios. \A1;0.15 Imp. Génesis 323303 - La Paz - \C0;27 \C0;38 1 1 No. CANTIDAD DESCRIPCION DIAMETROS Cable tirante 2 2 Cable de suspensión 3 2 Cable de suspensión 4 2 Cable de suspensión 5 2 Cable de suspensión 6 2 Cable de suspensión 7 Tubería de PVC de L = 2.0m 8 10 Guardacable para ø 9 40 Mordazas para ø 10 10 Mordaza modificada para ø 11 2 Guardacable para ø 12 8 Mordazas para ø 13 2 Tensor de 7/8" 14 2 Candado de bronce DIAMETRO DE LA TUBERIA TORRE FUNDACION ANCLAJE DIAMETRO DE LA TORRE DEL CABLE a b c d e f 1.00 0.45 0.45 0.55 0.60 0.55 1.00 0.80 0.80 0.80 0.90 0.80 2" 3" 2"-4" 6"-8" ø Tensor 6.60 g e b d f a h c 1.00 H g e 6.60 h c a b Tensor d f 3.30 0.45 0.30 g 0.70 0.50 h DE LA TUBERIA 15 2 Cadena de acero L = 1.00 m Mordaza Mordaza Mordaza Mordaza PASO QUEBRADA L = 30 M. REPUBLICA DE BOLIVIA FECHA PLANO TIPO ESCALA DEPARTAMENTO: MUNICIPIO: (NOMBRE DEL PROYECTO) N° DE PLANO TERRENO PLANO 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 0.32 1.52 2.03 1.68 0.48 0.83 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 2"-4" 6"-8" 50.00 2.56 3.26 2.06 1.36 i=60° H=1.73 i=50° H=1.19 H=0.84 i=45° H=1.00 H=0.58 i=40° b DE LA TORRE FUNDACION 0.45 0.80 i=30° H=0.36 H=0.27 i=20° DIAMETRO TUBERIA DE LA H=0.18 2"-4" i=15° 6"-8" PENDIENTE TERRENO 1.00 2" 3" 1.00 DIAMETRO TORRE ø a DEL CABLE ANCLAJE 0.60 0.55 0.45 0.80 0.90 0.80 c d e 0.50 0.30 0.55 0.45 0.80 0.70 f g h Caso 2 - TERRENO INCLINADO Tensor 2 3 4 5 6 2 3 4 5 6 1 6"-8" 3/4"-11/2" 1.00 1.00 0.90 0.45 0.40 0.20 0.70 0.35 6"-8" 3/4"-1 1/2" 1.00 1.00 1.00 0.45 0.50 0.20 0.70 0.35 6"-8" 2"-4" 1.00 1.00 1.00 0.45 0.80 0.30 0.70 0.50 6"-8" 3/4"-1 1/2" 1.00 1.00 1.00 0.45 0.70 0.20 0.80 0.35 6"-8" 3/4"-1 1/2" 1.00 1.00 1.00 0.45 0.70 0.20 0.90 0.40 6"-8" 3/4"-1 1/2" 1.00 1.00 1.00 0.45 0.70 0.20 1.00 0.50 6"-8" 3/4"-1 1/2" 1.00 1.00 1.00 0.45 0.70 0.20 1.00 0.60 FLECHA 1/2" 1/2" 1/2" CABLE DEL LONG. m m m m m m Mordazas 12 Candado 14 Tensor Fe 13 ø 7/8" Cadena 15 Guardacable 11 Mordazas 12 Cable de suspensión Mordazas 9 de acero de 2 a 6 1 Cable principal 8 Guardacable Amarre de la suspensión 10 suspensión Ver detalle Escala 1:200 Sin escala Acero de alta resistencia ø 1" Cable Tubería PVC ø 2 1/2" 7 recubrimiento anclaje resistencia ø 1" Acero de alta Hormigón simple para Cable Cable Mordazas Cable Mordazas Mordazas Tubería PVC ø 2 1/2" 7 Cadena 15 Candado 14 Tensor 3/4"-1 1/2" 0.20 1 1/2" 0.35 0.30 0.35 0.25 0.25 1.00 0.35 3/4"-1 1/2" i=10° 0.35 0.20 0.25 0.35 0.30 1 1/2" 1.00 0.25 0.35 2"-4" 1.00 0.60 0.30 0.50 2"-4" 1.00 0.70 0.30 0.50 3/4"-1 1/2" 1.00 0.60 0.20 0.35 2"-4" 1.00 0.80 0.30 0.60 0.30 0.80 1.00 0.70 2"-4" 2"-4" 1.00 0.30 0.90 0.80 2"-4" 1.00 1.00 0.30 0.90 3" 2" 1 1/2" 3" 2" 1 1/2" 3" 2" 1 1/2" 3" 2" 1 1/2" 3" 2" 1 1/2" 3" 2" 1 1/2" 3" 2" 1 1/2" 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 0.80 0.80 0.45 0.45 0.90 0.80 0.60 0.55 0.25 0.25 0.35 0.30 3/4"-1 1/2" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" Sin escala Sin escala Sin escala 30.00 2.60 3.30 6.60 3.50 3.50 2.60 2.60 2.60 2.60 2.20 2.60 2.60 2.60 6.60 ø NOTAS DETALLE DEL ANCLAJE DETALLE DE LA SUSPENSION DETALLE DEL TENSOR \A1; \A1; ELEVACION PUENTE COLGANTE Variable Caso 1: ANCLAJE PARA Tubería FG ø Tubería FG ø Caso 2: ANCLAJE PARA TERRENO INCLINADO Sin escala H°C° Dos. 1:3:3 50% piedra desplazadora Sin escala DE LA TORRE DETALLE DEL TOPE ø variable Cable principal ø variable Tee FG resistencia ø 5/8" Acero de alta ø variable Torre FG i 2 \A1;Acero de alta resistencia ø 1" INDICADA 1) Desnivel máximo permitido entre anclajes:1.00m. 2) La actividad no incluye la tubería de aducción o red de distribución, ni accesorios. H°C° Dos. 1:3:3 50% piedra desplazadora 3.30 0.15 TABLAS PARA LA SELECCION DE DIMENSIONES Caso 1 - TERRENO PLANO \C0;29 \C0;40 \C0;40 \C0;40 \C0;40

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, DWG, fornecimento de água, gangplank, hanging, kläranlage, l'approvisionnement en eau, light, pipes, supply, treatment plant, wasserversorgung, water