Diseño de Vertedor Lateral (CHH)
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Transcript of Diseño de Vertedor Lateral (CHH)
Vertedor LateralPlan MERISS Inka - Unidad Operativa AntaExpediente Tcnico Sub Sistema Chaquepay - HuayllacochaDISEO DE VERTEDORES DE EXCEDENCIASCuadro N 2.11CANAL EN LA SALIDA DEL VERTEDORCANAL EN EL INICIO DEL VERTEDORVERTEDORCanalProgSnbcHczBLy2T2A2P2R2V2Q2F2E2y1T1A1P1R1V1Q1E1QVYcHVh1h2MLVQVm/mmmmmmmmmm / segm / segmmmmmmm / segm / segmm / segmmmmmm / segCANALPROG.BcHczSQH1H2HvLvV1V2PWB1LdCota 1Cota 2Cota 3Cota 4Chaq-Pituc1050+0.00100.0170.550.650.580.110.5381.170.461.790.260.750.3500.380.5670.5791.220.511.890.270.780.4000.6100.0500.5250.1250.050.012.833.000.054Chaq-Pituc1050+0.550.650.580.000.3500.650.650.133.000.250.450.150.100.254.003676.853677.503677.383676.70Chaq-Pituc2920+0.00100.0170.550.650.580.110.5381.170.461.790.260.750.3500.380.5670.5791.220.511.890.270.780.4000.6100.0500.5250.1250.050.012.833.000.0542920+0.550.650.580.000.3500.650.650.133.000.250.450.150.100.254.003674.983675.633675.513674.83Chaq-Pituc5800+0.00100.0170.550.650.580.110.5381.170.461.790.260.750.3500.380.5670.5791.220.511.890.270.780.4000.6100.0500.5250.1250.050.012.833.000.0545800+0.550.650.580.000.3500.650.650.133.000.250.450.150.100.254.003672.103672.753672.633671.95Promedio0.550.650.650.650.133.000.250.450.150.100.254.00Promedio0.590.490.490.490.222.030.250.450.150.300.254.00
Pgina &P de &N
METRADO05.08VERTEDOR DE EXCEDENCIAS (03 Und)05.08.01EXCAVACION CAJA CANAL MATERIAL SUELTO A MANO3.66M31.2005.08.02PREPARACION Y VACIADO C f'c 175 Kg/cm2 - HUAROCONDO (OBRAS DE ARTE)8.13M31.3505.08.03ENCOFRADO Y DESENCOFRADO DE OBRAS DE ARTE (MANTEN. Y LIMPIEZA DE TABLEROS)73.11M29.6705.08.04TARRAJEO CON MORTERO DE CEMENTO/ARENA 1:3 (HASTA e=1")80.55M213.4805.08.05FIERRO DOBLADO Y COLOCADO11.73KG4.7105.08.06DEMOLICION DE CONCRETO O MAMPOSTERIA EXISTENTE A MANO49.14M21.2005.08.07ENROCADO CON PIEDRA PESADA (ZAMPEADO) e=0.30m A MANO1.50M30.1005.08.08COMPUERTA TIPO TARJETA3.00UND1.00Plan MERISS Inka - Unidad Operativa AntaExpediente Tcnico Sub Sistema Chaquepay - HuayllacochaMETRADO VERTEDOR DE EXCEDENCIASCuadro N 4.15ElementoCantidadLongitudAnchoEspesorVolumenExcavacinRellenoEncofradoPicadoDemolicinCCCS f'c 140CS f'c 175CS f'c 210Tarrajeo1.- Canal y Posa0.0000.00Paredes (X1)17.800.700.100.5465.465.460.555.46Base (X2)17.800.750.100.5855.460.595.85Paredes Canal (X3)24.800.700.100.6726.725.460.676.722.- Vertedor0.0000.00Paredes (X6)13.600.400.100.1442.880.141.44Base (X5)13.200.600.100.1920.191.92Vertedor (X4)13.000.250.100.0751.500.080.753.- Desfogue0.0000.00Base (X8)13.000.600.100.1800.720.181.80Paredes (X9)23.000.400.100.2402.400.242.40Losa Armada (X7)10.850.600.150.0773.410.080.514.- Proteccin0.0000.00Enrocadod de Proteccin14.000.500.250.5000.500.502.003.211.220.5024.370.0016.380.000.002.710.0026.85ElementoPrincipal 1/4"0.248Principal 3/8"0.559Principal 1/2"0.993Principal 5/8"1.552Principal 3/4"2.235Principal 1"3.973LongitudNumPesoLongitudNumPesoLongitudnumPesoLongitudnumPesoLongitudnumPesoLongitudnumPesomKgmKgmKgmKgmKgmKgLosa Acero Transversal0.000.854.001.900.000.000.000.00Losa Acero Longitudinal0.000.606.002.010.000.000.000.000.003.910.000.000.000.0005.08VERTEDOR DE EXCEDENCIAS (03 Und)MetMet x 305.08.01EXCAVACION CAJA CANAL MATERIAL SUELTO A MANO1.223.66M305.08.02PREPARACION Y VACIADO C f'c 175 Kg/cm2 - HUAROCONDO (OBRAS DE ARTE)2.718.13M305.08.03ENCOFRADO Y DESENCOFRADO DE OBRAS DE ARTE (MANTEN. Y LIMPIEZA DE TABLEROS)24.3773.11M205.08.04TARRAJEO CON MORTERO DE CEMENTO/ARENA 1:3 (HASTA e=1")26.8580.55M205.08.05FIERRO DOBLADO Y COLOCADO3.9111.73KG05.08.06DEMOLICION DE CONCRETO O MAMPOSTERIA EXISTENTE A MANO16.3849.14M205.08.07ENROCADO CON PIEDRA PESADA (ZAMPEADO) e=0.30m A MANO0.501.50M305.08.08COMPUERTA TIPO TARJETA1.003.00UND
Pgina &P de &N
Vertedor Lateral (2)CANAL EN LA SALIDA DEL VERTEDORCANAL EN EL INICIO DEL VERTEDORVERTEDORCanalProgSnbcHczBLy2T2A2P2R2V2Q2F2E2y1T1A1P1R1V1Q1E1QVYcHVh1h2MLVQVm/mmmmmmmmmm / segm / segmmmmmmm / segm / segmm / segmmmmmm / segCANALBcHczSQH1H2HvLvV1V2PWB1LdCota 1Cota 2Cota 3Cota 4Sambor2927+0.00350.0180.850.600.250.180.4170.350.990.3500.4670.3921.050.371.660.221.210.4500.4670.1000.3200.2800.070.102.133.750.196Sambor0.850.600.250.000.3500.600.600.283.750.250.450.150.300.254.003735.493736.093735.813735.34Sambor14230+0.00650.0170.600.500.300.280.2160.730.141.050.141.260.1800.900.2960.2420.750.161.110.151.320.2150.3310.0350.2100.2900.030.014.012.650.030Sambor0.600.500.300.010.1800.500.500.292.650.250.450.150.300.254.003562.223562.723562.433562.07Sambor15980+0.00340.0170.500.450.130.3160.500.161.130.140.920.1450.520.3590.3740.500.191.250.150.960.1800.4210.0350.3000.1500.070.022.651.350.036Sambor0.500.450.000.000.1450.450.450.151.350.250.450.150.300.254.003552.943553.393553.243552.79Sambor18360+0.00310.0170.500.450.170.2810.500.141.060.130.850.1200.510.3180.3250.500.161.150.140.890.1450.3660.0250.2700.1800.060.013.021.300.025Sambor0.500.450.000.000.1200.450.450.181.300.250.450.150.300.254.003510.653511.103510.923510.50Sambor19800+0.00240.0170.500.450.200.2500.500.131.000.130.720.0900.460.2760.3110.500.161.120.140.770.1200.3410.0300.2400.2100.070.013.131.100.030Sambor0.500.450.000.000.0900.450.450.211.100.250.450.150.300.254.003506.263506.713506.503506.11
Hoja3
MBD0003244A.unknown
MBD0003348E.unknown