filtro biologico est.f a2.pdf

1
.15 f'c = 100 Kg/cm2 .10 .15 .05 .10 .15 .25 .40 .10 INGRESO .10 CORTE A-A S= 2.0 % ESC:1/25 Ø3/8" @ 0.15 Ø3/8" @ 0.25 @ 0.25 Ø 3/8" Ø3/8" @ 0.25 .10 2.35 3.00 .20 .10 3.20 .20 0.50 .10 Ø3/8" @ 0.25 3.50 Ø 160 mm .15 Ø 160 mm SALIDA Ø110 mm PVC S - 25 Ø3/8" @ 0.15 Ø3/8" @ 0.25 @ 0.15 Ø 3/8" .90 .20 .15 .10 .10 1.00 .10 1.15 .20 .10 1.60 .60 Ø3/8" @ 0.25 @ 0.25 Ø 3/8" GRAVA DE Ø 3/4" f'c = 210 Kg/cm² Solado ESC:1/25 PLANTA FILTRO BIOLOGICO S= 1.0 % S= 1.0 % B A S= 1.0 % S= 2.0 % S= 1.0 % A .50 B @ 0.25 Ø 3/8" @ 0.25 Ø 3/8" Ø3/8" @ 0.25 Ø3/8" @ 0.25 @ 0.25 Ø 3/8" @ 0.25 Ø 3/8" Ø3/8" @ 0.25 Ø3/8" @ 0.25 2.90 .85 3.10 3.10 .50 .15 .15 .50 .10 .20 .20 .15 .90 .30 .85 .10 .10 .20 .20 @ 0.25 Ø 3/8" .1 .15 : 3.0 cm : 3.0 cm ACERO CEMENTO CONCRETO RECUBRIMIENTOS f`y = 4200 Kg/cm2 f`c = 100 Kg/cm2 SOLADO PRESION ADMISIBLE DEL TERRENO MUROS NORMAS USADAS LOSAS MACIZAS NORMA DE CARGA NORMA CONCRETO ARMADO NORMA DE SUELOS Y CIMENTACION PORTLAND TIPO I = 1.82 Kg/cm2 f`c = 210 Kg/cm2 MUROS Y LOSAS T.M Ø 25 mm ESPECIFICACIONES TECNICAS REGLAMENTO NACIONAL DE EDIFICACIONES E-060 E-050 E-020 σ S= 1.0 % CORTE B-B ESC:1/25 f'c = 100 Kg/cm2 S= 1.0 % Ø3/8" @ 0.25 Ø3/8" @ 0.25 1.20 3.10 1.20 1.90 .30 .30 .20 .20 .60 2.20 .30 .20 .20 .05 Ø3/8" @ 0.25 .15 2.90 .10 .10 .35 1.55 GRAVA DE Ø 3/4" f'c = 210 Kg/cm² f'c = 210 Kg/cm² Solado DETALLE TIPICO DE REFUERZO EN PASE DE TUBERIAS Ø 1/2" C/C Ø 1/2" C/C Ø 1/2" C/C .40 .40 Ø .40 .40 CUADRO DE TRASLAPES LONG. GANCHO 90° .60 .20 .25 .20 5/8" 1/2" 3/8" TRASLAPE .45 .80 FB-28 MUNICIPALIDAD DISTRITAL DE SAN MARCOS S.D.C FECHA: ELABORADO SET- 2015 INDICADA ESCALA: PLANO: REGION: ANCASH APROBADO: REVISADO: DISTRITO: HUARI PROVINCIA: SAN MARCOS LAMINA: AMPLIACION Y MEJORAMIENTO DE LOS SERVICIOS DE AGUA Y DESAGUE DE LA LOCALIDAD DE CHULLUSH, DISTRITO DE SAN MARCOS, HUARI-ANCASH FILTRO BIOLOGICO - ESTRUCTURA 2-3 CORTES Y DETALLES

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