Reinforced Concrete Tank DWG Detail for AutoCAD

Details – specifications – sizing

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

cat ladder, fourth pump, strapping box, bar list, whenever a construction joint is left it should be placed sika tape composite sealant to guarantee impermeability of the tank. detail detail, detail, coating plant, typical wall reinforcement detail, between fence, construction gasket, license plate, detail, Wall, cold joint, sika ribbon, of concrete, distance edge of wall outer edge of bar, detail on vertical walls edges, pvc, sealant compound mm mm, on the face in contact with water, the reinforcement should not be interrupted, vertical joint, detail, Wall, cold joint, sika ribbon, of concrete, pvc, sealant compound mm mm, on the face in contact with water, the reinforcement should not be interrupted, Wall, before melting, no change of substitution of diametros location is allowed without the approval of the calculator. consult plans of electrical hydraulic installations max size of coarse aggregate minimum coating of any steel, general: no overlaps for reinforcement rods will be minimal settling of minimum content of concrete concrete p.s.i. fully waterproofed. the concrete should have a relation less than equal maximum size of the aggregate reinforcement steel for the correct installation of the tape in p.v.c. of minimum width in the joints of must be fastened the fins of the same. passing through it with a soft wire during the casting of the concrete. coating to the reinforcement shall be provided all pipeline ducts through walls as shown in the general details of installations in the areas where there are openings for shots of the suspended reinforcement must be replaced in equal amount on the edge of said extending as minimum placing hooks of this additional armature is placed on both grids. additional reinforcement shall be placed on the slab walls on all vertical edges of the second detail. the lids will be made of quality laminate with perimetral angle in, edge reinforcement, diagram, quantity, product, long, weight, total bars kg

Raw text data extracted from CAD file:

\A1;3.00 \A1;2.00 \A1;1.20 \A1;1.80 \A1;.15 \A1;.90 \A1;1.15 \A1;.25 \A1;2.70 \A1;.80 \A1;1.40 \A1;2.20 \A1;3.20 \A1;.90 \A1;1.70 \A1;.90 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.90 \A1;.90 \A1;2.70 \A1;1.70 \A1;.90 \A1;.25 \A1;.90 \A1;.25 \A1;2.70 \A1;.25 \A1;.25 \A1;.65 \A1;.25 \A1;.90 \A1;.90 \A1;1.80 \A1;3.20 \A1;2.05 \A1;.25 \A1;.25 \A1;3.20 \A1;2.05 \A1;.25 \A1;2.70 \A1;.25 \A1;1.80 \A1;.25 \A1;.25 \A1;.25 \A1;1.70 \A1;.25 \A1;2.70 \A1;2.20 \A1;.25 \A1;.25 \A1;3.20 \A1;.25 \A1;L/2 \A1;.07 \A1;.07 \A1;L \A1;L/2 \A1;.90 \A1;2.70 \A1;.25 \A1;.25 \A1;1.70 \A1;.25 \A1;.25 \A1;1.80 \A1;2.05 \A1;2.20 \A1;.25 \A1;.90 \A1;.25 \A1;.90 \A1;.25 \A1;.25 \A1;.90 \A1;.90 \A1;1.70 \A1;1.70 \A1;1.20 \A1;.90 \A1;.80 \A1;2.70 \A1;3.10 \A1;2.00 \A1;.25 \A1;1.20 \A1;.90 \A1;.90 \A1;1.80 \A1;1.70 \A1;3.00 \A1;2.00 \A1;.80 \A1;2.70 \A1;1.80 \A1;.25 \A1;1.95 \A1;.25 \A1;1.80 \A1;2.05 \A1;2.20 \A1;.25 \A1;1.00 \A1;1.00 \A1;.90 \A1;.25 \A1;1.70 \A1;.90 \A1;.80 \A1;.25 \A1;1.70 \A1;.25 5 5 5 5 5 5 Escalera gato Cuarto bomba A A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B B 5 C C D D \LC - C \H0.5x;\lPlanta \LA - A \H0.5x;\lPerfil 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D D \LB - B \H0.5x;\lPerfil 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 B \LD - D \H0.5x;\lPlanta 5 5 CUADRO DE FLEJADO Lista de barras #4 SIEMPRE QUE SE DEJA UNA JUNTA DE CONSTRUCCION SE DEBE COLOCAR CINTA SIKA 0-22 Y COMPUESTO SELLADOR PARA GARANTIZAR IMPERMEABILIDAD DEL TANQUE. DETALLE 1 Y DETALLE 2 L/2 DETALLE 6 EN PLANTA Y RECUBRIMIENTO DETALLE TIPICO REFUERZO DE MURO ENTRE MURO Y CIMIENTO CORRIDO DE TANQUE JUNTA DE CONSTRUCCION PLACA PARRILLA2 PARRILLA1 DETALLE 1 MURO JUNTA FRIA CINTA SIKA DEL CONCRETO DISTANCIA BORDE DE MURO A BORDE EXTERNO DE BARRA .07 .07 L L/2 DETALLE EN ARISTAS VERTICALES DE MUROS #4 c/.15 L=0.75 0.25 0.25 0.25 PVC 0-22 COMPUESTO SELLADOR e=10 mm profundidad=25 mm SOBRE LA CARA EN CONTACTO CON EL AGUA EL REFUERZO NO DEBE INTERRUMPIRSE JUNTA VERTICAL DETALLE 2 MURO JUNTA FRIA CINTA SIKA DEL CONCRETO PVC 0-22 COMPUESTO SELLADOR e=10 mm profundidad=25 mm SOBRE LA CARA EN CONTACTO CON EL AGUA EL REFUERZO NO DEBE INTERRUMPIRSE MURO ANTES DE FUNDIR NO SE PERMITE NINGUN CAMBIO DE DESPIECES, SUSTITUCION DE DIAMETROS O LOCALIZACION DE EMPALMES, SIN EL VISTO BUENO DEL CALCULISTA. CONSULTAR PLANOS DE INSTALACIONES HIDRAULICAS Y ELECTRICAS TAMAÑO MAX DE AGREGADO GRUESO 3/4" RECUBRIMIENTO MINIMO DE CUALQUIER ACERO = 7cm \A1;NOTAS GENERALES: -CUANDO NO SE ESPECIFICAN, TRASLAPO MINIMOS PARA VARILLAS DE REFUERZO SERAN #3=0.65m #4=0.80m #5=0.95m #6=1.25m ASENTAMIENTO (SLUMP) MINIMO DE 6cm CONTENIDO MINIMO DE CEMENTO 330Kg/m3. CONCRETO 4000 P.S.I. ( A LOS 28 DIAS). IMPERMEABILIZADO INTEGRALMENTE. EL CONCRETO DEBERA TENER UNA RELACION AGUA/CEMENTO MENOR O IGUAL A 0.45 TAMAÑO MAXIMO DEL AGREGADO 3/4" ACERO DE REFUERZO Fy= 420Mpa. PARA LA CORRECTA INSTALACION DE LA CINTA EN P.V.C. DE ANCHO MINIMO 0.20m, EN LAS JUNTAS DE CONSTRUCCION, SE DEBEN SUJETAR LAS ALETAS DE LA MISMA. ATRAVESANDOLA Y SUJETANDOLA CON ALAMBRE DULCE (NEGRO) DURANTE EL VACIADO DEL CONCRETO. RECUBRIMIENTO AL REFUERZO =7cm. SE DEBERA PROVEER TODOS LOS PASOS DE TUBERIAS O DUCTOS A TRAVEZ DE MUROS Y LOSAS, SEGUN SE MUESTRAN EN LOS DETALLES GENERALES DE INSTALACIONES (HIDRAULICAS). EN LAS ZONAS DONDE SE GENERAN ABERTURAS PARA TOMAS DE ACCESO, EL REFUERZO SUSPENDIDO DEBE SER REEMPLAZADO EN IGUAL CUANTIA EN EL BORDE DE DICHA ABERTURA, PROLONGANDO COMO MINIMO 0.60m O COLOCANDO GANCHOS DE ANCLAJE, ESTA ARMADURA ADICIONAL SE COLOCA EN AMBAS PARRILLAS. SE DEBERA COLOCAR REFUERZO ADICIONAL EN LOS MUROS Y LOSAS EN TODAS LAS ARISTAS VERTICALES DEL TANQUE, SEGUN DETALLE. LAS TAPAS SE FABRICARAN DE 88x88 Y 98x88, EN LAMINA DE \S1/4;", CALIDAD A36, CON ANGULO PERIMETRAL EN L2-1/2X\S5/16; 5 5 0.15 0.30 0.30 REFUERZO EN BORDE #4 c/.15 L=0.75 \LC - C \H0.5x;\lPlanta \LA - A \H0.5x;\lPerfil \LB - B \H0.5x;\lPerfil \LD - D \H0.5x;\lPlanta E E \LE - E \H0.5x;\lPerfil 5 5 5 5 5 5 5 5 5 \LF - F \H0.5x;\lPerfil 5 5 5 5 5 5 \LE - E \H0.5x;\lPerfil \LF - F \H0.5x;\lPerfil 13#4 c/.15 L=5.18 2.85 0.50 1.83 13#4 c/.15 L=5.53 3.03 1.91 0.59 0.25 0.25 0.36 0.25 0.25 0.36 13#4 c/.15 L=0.86 13#4 c/.15 L=0.86 0.25 0.25 0.36 0.25 0.25 0.36 13#4 c/.15 L=0.86 13#4 c/.15 L=0.86 13#4 c/.15 L=5.55 13#4 c/.15 L=5.21 1.92 3.03 0.60 0.51 2.86 1.84 0.25 0.25 0.36 7#4 c/.15 L=0.86 0.25 0.25 0.36 7#4 c/.15 L=0.86 0.25 0.25 0.36 7#4 c/.15 L=0.86 0.25 0.25 0.36 7#4 c/.15 L=0.86 7#4 c/.15 L=4.48 1.26 1.98 1.24 7#4 c/.15 L=4.12 1.05 1.89 1.18 14#4 c/.15 L=6.45 2.83 1.81 1.81 14#4 c/.15 L=6.83 3.04 1.89 1.89 0.25 0.25 0.36 14#4 c/.15 L=0.86 0.25 0.25 0.36 14#4 c/.15 L=0.86 9#4 c/.15 L=2.07 0.91 1.16 0.25 0.25 0.36 9#4 c/.15 L=0.86 9#4 c/.15 L=2.26 0.99 1.27 0.25 0.25 0.36 9#4 c/.15 L=0.86 0.13 0.30 0.30 14#4 c/.15 L=0.73 0.13 0.30 0.30 14#4 c/.15 L=0.73 0.25 0.25 0.36 21#4 c/.15 L=0.86 0.25 0.25 0.36 21#4 c/.15 L=0.86 0.13 0.30 0.30 21#4 c/.15 L=0.73 0.13 0.30 0.30 21#4 c/.15 L=0.73 21#4 c/.15 L=5.45 1.83 1.81 1.81 21#4 c/.15 L=5.83 2.05 1.89 1.89 0.13 0.30 0.30 9#4 c/.15 L=0.73 0.13 0.30 0.30 9#4 c/.15 L=0.73 9#4 c/.15 L=2.87 1.05 0.91 0.91 0.25 0.25 0.36 9#4 c/.15 L=0.86 0.25 0.25 0.36 9#4 c/.15 L=0.86 9#4 c/.15 L=3.23 1.25 0.99 0.99 0.13 0.30 0.30 9#4 c/.15 L=0.73 E E F F 2.85 0.50 1.83 13 #4 5.18 67.4 DIAGRAMA CANTIDAD PRODUCTO LONG. (m) PESO 0.36 0.25 0.25 186 #4 0.86 160.1 3.03 0.59 1.91 13 #4 5.53 72.1 3.03 0.60 1.92 13 #4 5.55 72.2 2.86 0.51 1.84 13 #4 5.21 67.8 1.24 1.26 1.98 7 #4 4.48 31.5 1.05 1.18 1.89 7 #4 4.12 28.9 97 #4 0.73 71.5 2.83 1.81 14 #4 6.45 90.3 14 #4 6.83 95.6 0.13 0.30 0.30 1.81 3.04 1.89 1.89 9 #4 2.07 18.7 1.16 0.91 9 #4 2.26 20.5 1.27 0.99 21 #4 5.45 114.5 1.83 1.81 1.81 21 #4 5.83 122.4 2.05 1.89 1.89 9 #4 2.87 25.8 1.05 0.91 0.91 9 #4 3.23 29.1 1.25 0.99 0.99 Total barras #4: 1235 kg 5 5 5 5 5 5 5 5 5 A A B B F F 5 5 5 5 5 5 5 5 5 5 A A B B E E F F 8#4 c/.15 L=1.99 1.79 0.10 0.10 5 \LG - G \H0.5x;\lPerfil 5 5 5 5 5 5 5 5 5 5 A E E F F G G 5 5 5 5 5 5 5 \LG - G \H0.5x;\lPerfil 8#4 c/.15 L=1.99 1.79 0.10 0.10 6#4 c/.15 L=1.09 0.89 0.10 0.10 6#4 c/.15 L=1.09 0.89 0.10 0.10 14#4 c/.15 L=2.22 2.02 0.10 0.10 14#4 c/.15 L=2.22 2.02 0.10 0.10 6#4 c/.15 L=3.24 3.04 0.10 0.10 6#4 c/.15 L=3.24 3.04 0.10 0.10 16 #4 1.99 31.8 1.79 0.10 0.10 12 #4 3.24 39.1 3.04 0.10 0.10 12 #4 1.09 13.1 0.89 0.10 0.10 28 #4 2.22 62.2 2.02 0.10 0.10

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, béton armé, concrete, DETAIL, details, DWG, formwork, reinforced, reinforced concrete, schalung, sizing, specifications, stahlbeton, tank

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