Dice For Concrete Pipes DWG Block for AutoCAD

DICE FOR CONCRETE PIPELINE CONNECTION WITH PEDESTAL SLOPE

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

Each joint, tube, Technical specifications, cement:, concrete:, ground:, covering:, Steel reinforcement:, Portland type, Should be placed on previously compacted soil., dices, Tight seal, Plant gasket, Plant simple board, Esc:, Simple joint cut, Hd dn, Made of, Concrete, Anchor, Hfd, Elevation in exposed pipes, Esc:, Hd dn, Adjusting nut, Made of, Concrete, Anchor, Anchorages each joint, In stretches exposed pipes, Every time together, Hd dn, Made of, Var., Tip., tube, Esc:, plant, Data elevation, detail, Given concrete support with exposed piping, Min., Var., N.t.n, detail, Cutting board, Hd dn, Made of, Concrete, Anchor, Each given each in vertical curves at the ends of the elbow, Pipe lined with polyethylene sleeve, See table of dimensions of dice in close-up joint, See table of dimensions of dice in single joint, Compacting the ground, the land, detail, Single joint, Tight seal, Shoe, Sleeve in tubing:, Ductile iron pipes shall be covered with, Polyethylene of low density of microns according to the, Standard iso, Platinum Bolts:, Steel with anticorrosive treatment., Esc:, pending, Of pipe, Given in dn tube with gasket, Acerbic, pending, Of pipe, Given in dn tube with gasket, Acerbic, pending, Of pipe, Given in dn tube with gasket, simple, pending, Of pipe, Given in dn tube with gasket, simple, pending, Of pipe, Given in dn tube with gasket, simple, Given in dn tube with gasket, Acerbic, pending, Of pipe, General works, Sloped dice, Details, dec., Issued for construction, L.b., J.s., drawing:, reviewed:, date:, approved:, Code of the plane:, scale:, Of sheet:, designer:, Approved, revised, description, Rev., date

Raw text data extracted from CAD file:

\A1;0.05 \A1;L \A1;B \A1;H1 \A1;L \A1;H2 \A1;0.05 \A1;L \A1;B \A1;ANCLAJES C/6m. O CADA JUNTA \A1;0.30 \A1;0.30 \A1;MIN. 0.40m \A1;0.40 \A1;VAR. \A1;0.15 \A1;0.30 \A1;0.40 \A1;dTUBO+0.30 \A1;0.15 \A1;VAR. \A1;0.15 \A1;0.15 \A1;dTUBO+0.20 \A1;0.15 \A1;0.10 \A1;1/2 TUBO \A1;H1 \A1;L \A1;H2 \A1;0.15 \A1;0.15 ESPECIFICACIONES TECNICAS CEMENTO: CONCRETO: TERRENO: RECUBRIMIENTO: ACERO REFUERZO: fy=4,200 kg/cm2. Portland Tipo V Tt>1.00 Kg/cm2. se debe asentar sobre suelo previamente compactado. DADOS : 4.00cm. f’c=175 kg/cm2 JUNTA ACERROJADA PLANTA JUNTA ACERROJADA 0.05 L B PLANTA JUNTA SIMPLE ESC: 1/10 0.05 L B CORTE JUNTA SIMPLE HD C40 DN 100 – 200 \A1;ABRAZADERA FABRICADA DE PLANCHA DE F° DE 1/2″x2″ \A1;DADO DE CONCRETO f’c=175Kg/cm2 H1 L H2 \A1;PERNO DE ANCLAJE 1/2″x4″ HFD ELEVACION EN TUBERIAS EXPUESTAS ESC: 1/20 HD DN 150 a 500 TUERCA DE AJUSTE \A1;ABRAZADERA FABRICADA DE PLANCHA DE F° DE 1/2″x2″ \A1;DADO DE CONCRETO f’c=175Kg/cm2 \A1;PERNO DE ANCLAJE 1/2″x4″ ANCLAJES C/6m. O CADA JUNTA EN TRAMOS TUBERIAS EXPUESTAS 0.30 0.30 DADOS CADA 6m O CADA JUNTA HD K7 y K9 DN 100 – 200 \A1;ABRAZADERA FABRICADA DE PLANCHA DE F° DE 1/2″x2″ d1/2″ d3/8″ a .10 2 dTUBO+0.30 5 VAR. 5 5 dTUBO+0.20 5 3d1/2″ 0.10 TIP. d3/8″ a .10 2 2d1/2″ 1/2 TUBO ESC: 1/20 PLANTA ELEVACIÓN DE DADO DETALLE 1 DADO DE APOYO DE CONCRETO CON TUBERIA EXPUESTA MIN. 0.40m 5 VAR. 5 5 5 N.T.N \A1;VER DETALLE 1 CORTE JUNTA ACERROJADA HD C40 DN 100 – 200 \A1;ABRAZADERA FABRICADA DE PLANCHA DE F° DE 1/2″x2″ \A1;DADO DE CONCRETO f’c=175Kg/cm2 H1 L H2 \A1;PERNO DE ANCLAJE 1/2″x4″ DADOS CADA 18m O CADA 3 JUNTAS EN CURVAS VERTICALES EN LOS EXTREMOS DEL CODO 0.15 0.15 d1/2″@0.20 TUBERIA FORRADA CON MANGA DE POLIETILENO TUBERIA FORRADA CON MANGA DE POLIETILENO VER TABLA DE DIMENSIONES DE DADOS EN JUNTA ACERROJADA VER TABLA DE DIMENSIONES DE DADOS EN JUNTA SIMPLE COMPACTAR EL TERRENO \A1;COMPACTAR EL TERRENO \A1;COMPACTAR EL TERRENO \A1;COMPACTAR EL TERRENO \A1;COMPACTAR EL TERRENO \A1;VER DETALLE 1 JUNTA SIMPLE JUNTA ACERROJADA ZAPATA : 7.00cm. MANGA EN TUBERIA: Las tuberias de hierro dúctil serán cubiertas con manga de polietileno de baja densidad de 10 micras de espesor, segun la norma ISO 8180. PLATINAS Y PERNOS: ACERO A36 con tratamiento anticorrosivo. ESC: 1/20 ESC: 1/20 ESC: 1/10 ESC: 1/10 ESC: 1/10 2.50 0.60 1.35 0.75 136-140 2.45 0.60 1.35 0.75 131-135 2.35 0.60 1.35 0.75 126-130 2.30 0.60 1.35 0.75 121-125 2.25 0.60 1.35 0.75 116-120 2.15 0.60 1.35 0.75 111-115 2.10 0.60 1.35 0.75 106-110 2.00 0.60 1.35 0.75 101-105 1.95 0.60 1.35 0.75 95-100 1.75 0.50 1.35 0.75 91-95 1.70 0.50 1.30 0.75 86-90 1.60 0.50 1.30 0.75 80-85 1.50 0.50 1.25 0.75 76-80 1.45 0.50 1.25 0.75 71-75 1.35 0.50 1.20 0.75 66-70 1.25 0.50 1.15 0.75 61-65 1.20 0.50 1.10 0.75 56-60 1.10 0.50 1.05 0.75 51-55 1.00 0.50 1.00 0.75 46-50 0.80 0.40 0.90 0.75 41-45 0.75 0.40 0.80 0.75 36-40 0.65 0.40 0.70 0.75 31-35 0.55 0.40 0.50 0.75 25-30 H2(m) H1(m) L(m) B(m) % pendiente de tuberia DADO EN TUBO DN 150 CON JUNTA ACERROJADA 2.15 0.60 1.10 0.70 136-140 2.10 0.60 1.10 0.70 131-135 2.05 0.60 1.15 0.70 126-130 2.00 0.60 1.15 0.70 121-125 1.95 0.60 1.10 0.70 116-120 1.90 0.60 1.10 0.70 111-115 1.85 0.60 1.10 0.70 106-110 1.75 0.60 1.10 0.70 101-105 1.60 0.50 1.10 0.70 95-100 1.55 0.50 1.10 0.70 91-95 1.50 0.50 1.10 0.70 86-90 1.40 0.50 1.05 0.70 80-85 1.35 0.50 1.05 0.70 76-80 1.30 0.50 1.05 0.70 71-75 1.20 0.50 1.00 0.70 66-70 1.15 0.50 0.95 0.70 61-65 1.05 0.50 0.90 0.70 56-60 1.00 0.50 0.90 0.70 51-55 0.90 0.50 0.80 0.70 46-50 0.75 0.40 0.75 0.70 41-45 0.70 0.40 0.65 0.70 36-40 0.60 0.40 0.55 0.70 31-35 0.55 0.40 0.45 0.70 25-30 H2(m) H1(m) L(m) B(m) % pendiente de tuberia DADO EN TUBO DN 100 CON JUNTA ACERROJADA 1.10 0.25 0.60 0.40 136-140 1.10 0.25 0.60 0.40 131-135 1.05 0.25 0.60 0.40 126-130 1.00 0.25 0.60 0.40 121-125 1.00 0.25 0.60 0.40 116-120 0.95 0.25 0.60 0.40 111-115 0.90 0.25 0.60 0.40 106-110 0.90 0.25 0.60 0.40 101-105 0.85 0.25 0.60 0.40 95-100 0.80 0.25 0.60 0.40 91-95 0.80 0.30 0.60 0.40 86-90 0.80 0.30 0.55 0.40 80-85 0.75 0.30 0.55 0.40 76-80 0.70 0.30 0.55 0.40 71-75 0.65 0.30 0.50 0.40 66-70 0.60 0.30 0.50 0.40 61-65 0.60 0.30 0.45 0.40 56-60 0.50 0.25 0.40 0.40 51-55 0.45 0.25 0.35 0.40 46-50 0.35 0.20 0.30 0.40 41-45 0.30 0.20 0.20 0.40 25-40 H2(m) H1(m) L(m) B(m) % pendiente de tuberia DADO EN TUBO DN 100 CON JUNTA SIMPLE 1.40 0.25 0.85 0.50 136-140 1.35 0.25 0.85 0.50 131-135 1.35 0.25 0.85 0.50 126-130 1.30 0.25 0.85 0.50 121-125 1.25 0.25 0.85 0.50 116-120 1.20 0.25 0.80 0.50 111-115 1.15 0.25 0.80 0.50 106-110 1.10 0.25 0.80 0.50 101-105 1.05 0.25 0.80 0.50 95-100 1.00 0.25 0.80 0.50 91-95 0.95 0.25 0.75 0.50 86-90 0.90 0.25 0.75 0.50 80-85 0.85 0.25 0.75 0.50 76-80 0.80 0.25 0.70 0.50 71-75 0.75 0.25 0.70 0.50 66-70 0.65 0.25 0.65 0.50 61-65 0.60 0.25 0.60 0.50 56-60 0.55 0.25 0.55 0.50 51-55 0.50 0.25 0.50 0.50 46-50 0.40 0.20 0.40 0.50 41-45 0.30 0.20 0.25 0.50 25-40 H2(m) H1(m) L(m) B(m) % pendiente de tuberia DADO EN TUBO DN 200 CON JUNTA SIMPLE 1.25 0.25 0.70 0.45 136-140 1.20 0.25 0.70 0.45 131-135 1.20 0.25 0.70 0.45 126-130 1.15 0.25 0.70 0.45 121-125 1.10 0.25 0.70 0.45 116-120 1.05 0.25 0.70 0.45 111-115 1.00 0.25 0.70 0.45 106-110 1.00 0.25 0.70 0.45 101-105 0.95 0.25 0.70 0.45 95-100 0.90 0.25 0.70 0.45 91-95 0.85 0.25 0.65 0.45 86-90 0.80 0.25 0.65 0.45 80-85 0.75 0.25 0.65 0.45 76-80 0.75 0.30 0.60 0.45 71-75 0.70 0.30 0.60 0.45 66-70 0.65 0.30 0.55 0.45 61-65 0.55 0.25 0.50 0.45 56-60 0.50 0.25 0.45 0.45 51-55 0.45 0.25 0.40 0.45 46-50 0.35 0.20 0.35 0.45 41-45 0.30 0.20 0.25 0.45 25-40 H2(m) H1(m) L(m) B(m) % pendiente de tuberia DADO EN TUBO DN 150 CON JUNTA SIMPLE 1:20 0 400 800 1200 1600 2000mm DADO EN TUBO DN 200 CON JUNTA ACERROJADA % pendiente de tuberia B(m) L(m) H1(m) H2(m) 25-30 0.80 0.70 0.40 0.60 31-35 0.90 0.40 0.75 36-40 1.10 0.40 0.85 41-45 1.25 0.40 0.95 46-50 1.35 0.50 1.20 51-55 1.45 0.50 1.30 56-60 1.50 0.50 1.40 61-65 1.60 0.50 1.55 66-70 1.65 0.50 1.65 71-75 1.70 0.50 1.75 76-80 1.70 0.50 1.90 80-85 1.75 0.50 2.00 86-90 1.75 0.50 2.10 91-95 1.80 0.50 2.20 95-100 1.80 0.60 2.40 101-105 1.80 0.60 2.50 106-110 1.85 0.60 2.60 111-115 1.85 0.60 2.70 116-120 1.85 0.60 2.80 121-125 1.85 0.60 2.90 126-130 1.85 0.60 3.00 131-135 1.85 0.60 3.10 136-140 1.85 0.60 3.15 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 OBRAS GENERALES – PLANO TIPICO DADOS EN PENDIENTE DETALLES T003 0 DIC. 2013 EMITIDO PARA CONSTRUCCION L.B. J.S. DIBUJO: REVISADO: FECHA: APROBADO: CODIGO DEL PLANO: ESCALA: N° DE LAMINA: PROYECTISTA: APROBÓ REVISÓ DESCRIPCIÓN REV. N° FECHA