Desanding DWG Block for AutoCAD

Desanding DWG Block for AutoCAD

Structure to sediment particles in suspension in channels

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

water level, transition, ship, transition, Antechanal, Sluice gate, Volume of sediment, Sluice gate, Elastomeric joint, Elastomeric joint, concrete, Elastomeric joint, Concrete floor, Concrete lining, departure, entry, entry, departure, Concrete lining, Concrete floor, Elastomeric joint, Elastomeric joint, Sluice gate, Antechanal, transition, ship, transition, Sluice gate, Concrete floor, concrete, Overlapping cm cm, Overlaps minimum anchors, Anchor cm, concrete, Reinforced concrete, Technical specifications, cement, reinforcing steel, Grade steel, Concrete flooring, maximum size, In slabs cm, Minimum coating, Coarse aggregate, Cement type portland, In walls cm, Pvc pipe iso dn mm, detail, Esc., Movable gate iron, concrete, Special seal of jebe, Frame of, Reception slot detail, Esc., Of the gate plate, Metal filler in which the slab of comp., welding, Platinum, Frame of, Movable gate iron, Special jebe material, Platinum, Frame of, Gate detail, scale:, Flywheel, Plain iron rod guide, Gate frame, Gate anchor, Flywheel, Smooth iron rod, Gate card steel movable iron, Measurements are given in millimeters, Esc., Transverse joints, variable, Surface in contact with water, Dinatred similar, Backer rod, mortar, Gate detail, scale:, see detail, Gate frame, Pvc pipe iso dn mm, Shredder, scale, cut, plant, scale, Shredder, cut, scale, Shredder, Reinforcement, Shredder, scale, plant, Casting the outlet of the pipe diameter of stones min

Raw text data extracted from CAD file:

1,83 ,70 ,40 ,70 ,40 ,075 -780.8709038475771 -780.8709038475771 1,00 5,80 1,50 1,50 5,15 1,49 1,36 1,50 5,80 1,50 ,30 ,15 ,20 ,15 ,20 ,20 ,15 ,15 ,20 ,10 ,70 ,10 ,70 ,20 ,20 ,20 ,20 ,70 ,40 ,70 ,70 2,10 ,15 ,15 ,20 ,15 ,15 ,20 ,15 ,20 ,20 ,20 ,20 ,20 ,70 ,40 ,70 ,70 2,10 5,80 1,50 ,70 ,40 ,70 1,50 5,80 1,50 ,15 ,20 ,10 ,70 ,10 ,70 ,15 ,15 5,16 1,49 1,35 1,50 1,83 ,15 ,05 ,15 ,15 ,05 ,175 ,45 ,175 ,50 ,15 ,15 ,50 ,80 1,40 ,15 ,55 C O P R I" H E E S P E Y O T C A C O I "R I C A L ,15 ,55 ,15 ,50 ,30 3/4" 3/16" 1/4" .05 ,40 ,38 1,10 1,20 ,30 \A1; 1" \A1;5/8" \A1;16 \A1;VARIABLE ,30 ,20 ,90 1,20 ,15 L = 42.00m S=1% 5 5 5 5 NIVEL DE AGUA TRANSICION NAVE TRANSICION ANTECANAL COMPUERTA DE LIMPIA (VER DETALLE) A A 5 5% VOLUMEN DE SEDIMENTOS 5 5 5 5 5 5 5 5 5 COMPUERTA DE LIMPIA (VER DETALLE) 5 JUNTA ELASTOMERICA JUNTA ELASTOMERICA JUNTA ELASTOMÉRICA CONCRETO f'c=210 Kg/cm2. JUNTA ELASTOMÉRICA SOLADO e=0.05 m CONCRETO f'c=100 Kgm2 REVESTIMIENTO e=0.10 CONCRETO f'c=175 Kg/cm2. REVESTIMIENTO e=0.10 CONCRETO f'c=175 Kg/cm2. 5 5 5 5 5 5 5 5 SALIDA ENTRADA 5 5 5 5 5 5 5 5 5 5 5 Q=0.50 m3/seg. 5 5 5 5 3603.276 3601.88 3602.165 3603.29 5 5 5 5 Q=0.50 m3/seg. 5 5 5 5 5 5 5 5 5 5 5 ENTRADA SALIDA 5 5 5 5 5 5 5 5 REVESTIMIENTO e=0.10 CONCRETO f'c=175 Kg/cm2. REVESTIMIENTO e=0.10 CONCRETO f'c=175 Kg/cm2. SOLADO e=0.05 m CONCRETO f'c=100 Kgm2 JUNTA ELASTOMÉRICA JUNTA ELASTOMÉRICA JUNTA ELASTOMERICA JUNTA ELASTOMERICA 5 5 5 5 5 5 5 5 5 5% A A COMPUERTA DE LIMPIA (VER DETALLE) ANTECANAL TRANSICION NAVE TRANSICION 5 5 5 5 d 3/8" @ 0.20 d 3/8" @ 0.20 3603.273 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 COMPUERTA DE LIMPIA (VER DETALLE) d 3/8" @ 0.20 SOLADO e=0.05 m CONCRETO f'c=100 Kgm2 CONCRETO f'c=210 Kg/cm2. d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 5 5 5 5 5 5% TRASLAPE 40 cm 55 cm 6.0 TRASLAPES Y ANCLAJES MINIMOS ANCLAJE 30 cm 40 cm 1.0 CONCRETO CONCRETO ARMADO F'c= 210 Kg/cm2 ESPECIFICACIONES TECNICAS 3.0 CEMENTO 2.0 ACERO DE REFUERZO ACERO DE GRADO 60 F'y= 4200 Kg/cm2 CONCRETO SOLADO F'c= 100 Kg/cm2 TAMAÑO MAXIMO 3/4" EN LOSAS 2.5 cm 5.0 RECUBRIMIENTO MINIMO 4.0 AGREGADO GRUESO CEMENTO PORTLAND TIPO I EN MUROS 4.0 cm d 3/8" 1/2" 5 5 5 5 5 5 5 5 5 5 5 TUBO PVC ISO 4435 S-25 DN 450 mm TUBO PVC ISO 4435 S-25 DN 450 mm d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 5 5 5 5 5 3/4" 3/16" DETALLE 1 ESC. 1 / 5 PLANCHA MOVIBLE DE LA COMPUERTA e=1/4" CONCRETO F'c=210 Kg/cm2 SELLO DE JEBE ESPECIAL e= 1/4" MARCO DE C-2"x2"x3/16" DETALLE RANURA DE RECEPCION ESC. 1 / 2.5 DE LA PLANCHA DE LA COMPUERTA 1/4" .05 RELLENO METALICO En la que deslizara la Plancha de Comp. SOLDADURA PLATINA DE 2"x3/16" MARCO DE L-2"x2"x3/16" PLANCHA MOVIBLE DE LA COMPUERTA e=1/4" MATERIAL DE JEBE ESPECIAL e= 1/4" MATERIAL DE JEBE ESPECIAL e= 1/4" PLATINA DE 2"x3/16" MARCO DE L-2"x2"x3/16" 5 5 1,10 1,20 5 DETALLE DE COMPUERTA ESCALA: 1/12.5 VOLANTE DE COMPUERTA Ø=0.30m GUIA DE VASTAGO FIERRO LISO Ø=1" MARCO DE COMPUERTA 2" x 2" x 3/16" ANCLAJE DE COMPUERTA 1" x 1" x 1/8" VOLANTE DE COMPUERTA Ø=0.30m VASTAGO DE FIERRO LISO Ø=1" TARJETA DE COMPUERTA PLANCHA MOVIBLE ACERO e=1/4" LAS MEDIDAS ESTAN DADAS EN MILIMETROS ESC. 1/5 JUNTAS TRANSVERSALES 1" 5/8" 1 16 2 VARIABLE SUPERFICIE EN CONTACTO CON EL AGUA DINATRED O SIMILAR BACKER ROD DE 5/8" MORTERO CEMENTO-ARENA 1:10 (elastoméricas) DETALLE DE COMPUERTA ESCALA: 1/12.5 VER DETALLE 1 d 3/8" @ 0.20 5 3603.29 3602.165 3603.276 3603.273 MARCO DE COMPUERTA 2" x 2" x 3/16" 5 5 5 TUBO PVC ISO 4435 S-25 DN 450 mm 5 DESARENADOR ESCALA 1/50 CORTE A-A PLANTA ESCALA 1/50 DESARENADOR CORTE A-A ESCALA 1/50 DESARENADOR (Detalle de Refuerzo de Acero) (Detalle de Refuerzo de Acero) DESARENADOR ESCALA 1/50 PLANTA L = 42.00m S=1% ENROCADO A LA SALIDA DE LA TUBERIA DIAMETRO DE PIEDRAS d = 10" min

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, channels, DWG, kläranlage, structure, suspension, treatment plant