Reservoir DWG Detail for AutoCAD

Reservoir DWG Detail for AutoCAD

Architecture; Plant Structure and storage reservoir with 380.03m3. Cutouts and details of reservoir; drainage ditch and driveline.

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

D. internal, D. external, and. external, and. internal, Concrete channel, your B., cut, Plant: driving line, Curing should commence as soon as the concrete surface, This is hard enough not to be marked by watering, The water coverage. The minimum curing time is days., For columns beams., Concrete for overflow box will be, Of a resistance of the days in standard test, Resistance breaking by compression the standard, The water used to prepare the concrete will be potable water., Solid slabs cm., For slabs., Astm. Fc, Maximum slump, As minimum., Simple concrete., Maximum aggregate: for foundation, Manual compaction system, Minimum quantity of cement bags by, Creep load, Loading load, Astm corrugations., All bars will be bent in the cold., The excavations for the wall structures will be carried out, According to the flush lines indicated in the drawings. the, The dimensions of the excavations will be such that they, In all their width the corresponding structures., permanent., Reinforced concrete:, armed:, Overflow box, Concrete slab plates, steel, Basic construction specifications, Walls cm., note:, detail, Vertical splicing, note:, Stirrups, Rmax, Detail of bending of stirrups in columns beams, Standard hooks on corrugated iron rods, Detail of meetings, Slab armor detail, scale, Structure details, Architecture: cuts, Plan in plan, cut, scale, Typical reinforcement of reservoir slab wall, scale, The reinforcing steel used in shape in beams of plates shall terminate on hooks which shall be housed in the concrete with the dimensions specified in the table shown., The splices will be located in different parts trying to do it outside the confinement zone. Not be spliced ​​more than the total area in the same section will have additional stirrups, Concrete channel, your B., Overflow, Armor in adduction box, scale, cut, scale, In direct contact with the ground cm., Reservoir plant, scale, Plant drainage ditch, scale, cut, scale, Detail of joints in the walls, scale, Detail of joint on slab, scale, Detail of joint between slabs, scale, Detail of perforated tubing, Pvc perforated pipe, cut, scale, Concrete channel, D. internal, D. external, and. external, and. internal, total volume:, Working volume, Circular reservoir

Raw text data extracted from CAD file:

\A1;.10 \A1;.20 \A1;1.20 \A1;.30 \A1;.60 \A1;.20 \A1;.05 \A1;.70 \A1;.10 \A1;1.70 \A1;1.50 \A1;.40 \A1;.75 \A1;.20 \A1;.60 \A1;.30 \A1;.30 \A1;.30 \A1;.60 \A1;.30 \A1;3.00 2/3H H/6 H/6 G .30 .30 3.00 .30 12.70 13.30 2.80 .30 12.70 3.00 .30 .70 .50 .50 1.00 .45 .60 1.50 .30 10.50 .30 1.50 .60 \A1;.45 .40 .20 14.10 1.50 .30 10.50 .30 1.50 14.10 .60 .40 .20 .60 .05 .05 .20 13.300 \A1;.80 \A1;1.70 \A1;2.20 \A1;.60 \A1;.60 \A1;.90 \A1;.10 \A1;1.50 \A1;1.00 \A1;2.20 \A1;.60 \A1;.60 \A1;.90 \A1;.10 \A1;1.50 \A1;1.00 \A1;.80 \A1;1.70 .30 \A1;.10 \A1;.60 0.60 1.20 \A1;.20 0.10 1.70 0.40 \A1;.60 0.30 .30 0.30 \A1;3.00 0.20 0.10 0.30 0.60 0.10 1.50 0.75 0.20 0.30 0.60 \A1;2.80 \A1;.20 \A1;3.00 \A1;.30 \A1;.20 \A1;.10 \A1;.05 \A1;.30 \A1;.30 0.40 0.40 0.15 0.40 0.40 0.15 0.125 0.125 0.125 0.15 0.125 0.05 0.10 0.10 0.10 0.10 0.10 \A1;3.00 \A1;3.00 \A1;.10 \A1;.35 \A1;.45 \A1;.10 \A1;.10 \A1;.60 \A1;.40 \A1;3.00 Hi D Hw We D. Interno D. Externo E. Externo E. Interno V BL Canal De concreto 2.20000000009054 5 5 5 5 5 5 5 5 TUB. PVC,Ø10" 5 5 5 5 5 .20 5 5 5 5 5 5 5 5 5 5 5 CORTE C-C .30 5 5 5 5 PLANTA: LÍNEA DE CONDUCCIÓN EL CURADO DEBE INICIARSE TAN PRONTO LA SUPERFICIE DEL CONCRETO ESTE LO SUFICIENTEMENTE DURA PARA NO QUEDAR MARCADA POR EL RIEGO O LA COBERTURA DE AGUA. EL TIEMPO DE CURADO MINIMO ES DE 7 DIAS. 6.-CURADO. 2.-CONCRETO. 1" PARA COLUMNAS Y VIGAS. EL CONCRETO PARA CAJA DE REBOSE SERA DE DE UNA RESISTENCIA DE 175 Kg/cm2 A LOS 28 DIAS EN PRUEBA STANDARD RESISTENCIA A LA ROTURA POR COMPRESION A LOS 28 DIAS, STANDARD EL AGUA EMPLEADA PARA PREPARAR EL CONCRETO SERA AGUA POTABLE. LOSAS MACIZAS = 4.0 cm. 3/4" PARA LOSAS. ASTM. f'c =210kg/cm2 SLUMP MAXIMO 4" 3.-ACERO. ASTM, COMO MINIMO. CONCRETO SIMPLE. AGREGADO MAXIMO: 2" PARA LA CIMENTACION SISTEMA DE COMPACTACION MANUAL CANTIDAD MINIMA DE CEMENTO 6 BOLSAS POR M3 CARGA DE FLUENCIA 4,200 kg/cm2 CARGA DE ROPTURA 5,600 kg/cm2 CORRUGACIONES ASTM. 305 TODAS LAS BARRAS SERAN DOBLADAS AL FRIO. 5.-RECUBRIMIENTOS. LAS EXCAVACIONES PARA LAS ESTRUCTURAS O MUROS SERAN EFECTUADAS DE ACUERDO A LAS LINEAS RASANTES INDICADAS EN LOS PLANOS. LAS DIMENSIONES DE LAS EXCAVACIONES SERAN TALES QUE PERMITAN COLOCAR EN TODO SU ANCHO LAS ESTRUCTURAS CORRESPONDIENTES. 1.-EXCAVACIONES. 7.-CARGA PERMANENTE. CONCRETO ARMADO: 2,400 Kg/cm2. 4.-CONCRETO ARMADO: fc = 175 kg/cm2 CAJA DE REBOSE fy = 4200 kg/cm2 fc = 210 kg/cm2, 175 Kg/cm2. CONCRETO - COLUMNAS, LOSA MACIZAS, PLACAS ACERO ESPECIFICACIONES BASICAS DE CONSTRUCCION MUROS = 4.0 cm. \A1;X NOTA: \A1;X DETALLE "L" DETALLE "T" \A1;X EMPALME VERTICAL 5/8" 0.30 3/8" 1/2" Ø 0.20 0.25 X 2/3H 0.60 3/4" \A1;X H/6 0.40 0.45 X 0.50 d 3/8" 5/8" 1/2" H/6 NOTA: ø 3/8" 15 1/4" 10 5/8" 25 1/2" 20 G(cm) G 3/4" 30 ESTRIBOS L L Ø L Rmax 5.0 cm 1/4" 1.5 cm 2.0 cm 10.0 cm 3/8" \W1.00000; DETALLE DE DOBLADO DE \W1.00000; ESTRIBOS EN COLUMNAS Y \W1.00000; VIGAS CUADRO DE GANCHOS STANDARD EN VARILLAS DE FIERRO CORRUGADAS \A1;X DETALLE DE ENCUENTROS 7.5 cm 8mm 1.8 cm DETALLE DE ARMADURA DE LA LOSA Escala 1/25 Escala 1/40 Escala 1/40 ESTRUCTURA Y DETALLES ARQUITECTURA: CORTES PLANO EN PLANTA 5 5 5 5 5 5 CORTE A-A Escala 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.T.=+0.00 N.T.=+0.00 5 ARMADURA TIPICA DE MURO Y DE LOSA DE RESERVORIO Escala 1/25 EL ACERO DE REFUERZO UTILIZADO EN FORMA LONGITUDINAL, EN VIGAS DE CIMENTACION, COLUMNA, PLACAS Y VIGAS, DEBERAN TERMINAR EN GANCHOS STANDARD, LOS CUALES SE ALOJARAN EN EL CONCRETO CON LAS DIMENSIONES ESPECIFICADAS EN EL CUADRO MOSTRADO. LOS EMPALMES SE UBICARAN EN DIFERENTES PARTES TRATANDO DE HACERLO FUERA DE LA ZONA DE CONFINAMIENTO. NO SE EMPALMARAN MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCIÓN Y LLEVARAN ESTRIBOS ADICINALES @0.10 5 5 5 5 5 5 5 5 N.T.=+0.00 N.T.=+0.00 5 5 5 5 5 5 Canal De Concreto Canal De concreto TUB. PVC,Ø10" C C 5 5 5 .90 5 5 5 5 5 5 REBOSE B B 5 5 5 5 5 5 .20 5 5 5 5 5 5 5 5 5 ARMADURA EN CAJA DE ADUCCION .30 5 5 5 5 Escala 1/40 5 5 5 5 5 CORTE B-B Escala 1/25 N.T.=+0.00 5 5 5 EN CONTACTO DIRECTO CON EL SUELO = 7.5 cm. PLANTA RESERVORIO Escala 1/100 PLANTA ZANJA DE DRENAJE Escala 1/25 CORTE E-E Escala 1/10 E E 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE JUNTAS EN LOS MUROS Escala 1/25 DETALLE DE JUNTA EN LA LOSA Escala 1/25 DETALLE DE JUNTA ENTRE LOSA Y ZAPATA Escala 1/20 5 5 DETALLE DE TUBERIA PERFORADA S/E 5 5 5 5 Tuberia Perforada PVC Ø 6" Tuberia Perforada PVC Ø 6" 5 D D 5 5 5 5 5 5 5 CORTE D-D Escala 1/40 Canal De Concreto 5 Hi D Hw We D. Interno D. Externo E. Externo E. Interno V BL A A VOLUMEN TOTAL: 380.03 m3. VOLUMEN ÚTIL : 354.70 m3. RESERVORIO CIRCULAR

Language	Spanish
Drawing Type	Detail
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	à gaz, agua, architecture, autocad, DETAIL, details, ditch, drainage, DWG, gas, híbrido, hybrid, hybrides, l'eau, plant, reservoir, storage, structure, tank, tanker, tanque, wasser, water, water reservoir, water tank