Encofrado de Losa 2 DIRECCIONES Maciza
description
Transcript of Encofrado de Losa 2 DIRECCIONES Maciza
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ENCOFRADO DE SOBRECIMIENTO
ElementoDescripción Sección (A)
Longitud Cantidad de N°
M.I PIESElementos
1 Tablones 1 1/2 " X 8 " 0.60 1.97 81 Tablones2 Soleras 2 " X 3 " 0.60 1.97 23 Barrotes 2 " X 4 " 0.90 2.95 2
4 (a) Tornapuntas 2 " X 3 " 0.95 3.12 24 (b) Tornapuntas 2 " X 3 " 0.50 1.64 2
5 Estacas 2 " X 3 " 0.60 1.97 2
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TABLAS
DIMENSIONES
Pies2 Desperdicio N° de UsosCantidad de
Madera
15.76 17.34 14 1.24
1.97 2.17 10 0.223.94 4.33 7.00 0.623.12 3.43 7 0.491.64 1.80 7 0.261.97 2.17 6 0.36
h
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DIMENSIONES
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Tablas 4/5 " 82 " 5.7Soleras 4 " 2.2 " 5.8Pie Derecho 4 " 2.2 " 2.45Ty 4 " 2.2 " 2.15Tx 4 " 2.2 " 5.8
0 " 0 " 0Cuñas 4 " 4 " 0.1
Espaciamiento entre pie derecho
Encofrado de A-01, A-02, A-03 Y A-04
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Todo en pulgadas
4/5Luz
A= 5.7 mB= 2.05 m
4Altura de Pie Derecho
Alt. = 2.45 m
2.055.7
Longitud de Uniones4
Longitud de Cuñas0.3
3.277777778 2 7.3333333333 7 4
1
4
LongitudPie
18.701 1 102.231 112.454 1 112.45419.029 7 97.682 107.450 1 107.4508.038 21 123.786 136.165 1 136.1657.054 7 36.210 39.830 1 39.830
19.029 3 41.864 46.050 1 46.0500.000 42 0.000 0.000 1 0.0000.328 21 9.186 10.105 1 10.105
Parcial 452.054
Total (4 Areas) 1808.215
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de A-01, A-02, A-03 Y A-04Tabla
Soleras
Pie Derecho
Tx
Ty
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82
2.2
Tablas SolerasPie DerechoTyTx
2.2 Cuñas
2.2
2.2
Factor para Encofrado de Losa = 38.69 pie2/m2
Pie2
Pie2
Cuñas
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4 4
N° USOS1111111
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Soleras 5 " 3 " 6.6Pie Derecho 6 2/5 " 6.4 " 1.6Cuñas 4 " 4 " 0.1
Espaciamiento entre pie derecho
Encofrado de A-01, A-02, A-03 Y A-04
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Todo en pulgadas
LuzA= 5.7 mB= 2.05 m
5Altura de Pie Derecho
Alt. = 2.45 m
2.055.7
Longitud de Uniones6.4
Longitud de Cuñas0.3
3.277777778 #DIV/0! 7.3333333333 7
1
LongitudPie
21.654 15 406.004 446.604 1 446.6045.249 75 1343.832 1478.215 1 1478.2150.328 75 32.808 36.089 1 36.089
Parcial 1960.909
Total 1960.909
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de A-01, A-02, A-03 Y A-04
Soleras
Pie Derecho
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11.758.6614
3
Tablas SolerasPie DerechoTyTx
6.4 Cuñas
Factor para Encofrado de Losa = 167.81 pie2/m2
Pie2
Pie2
Cuñas
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4 4
N° USOS1111111
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Espaciamiento entre Solera0.9
Espaciamiento entre pie derecho1
Elementos Dimensiones
Tablas 1 " 10 "Tablas diagonales 1 " 8 "Soleras 4 " 2.8 "Pie Derecho 4 " 4 "Cuñas 4 " 4 "
Encofrado de A-01, A-02, A-03 Y A-04
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Todo en pulgadas
LuzA= 5.7 mB= 2.05 m
Altura de Pie DerechoAlt. = 2.45 m
2.055.7
Longitud de Uniones
Longitud de Cuñas0.3
3.277777778 9.2 7.3333333333 7
1
LongitudML Pie
13.15 43.143 1 35.953 39.548 1
3.05 10.007 8 53.368 58.705 11 3.281 15 45.932 50.525 1
1.6 5.249 15 104.987 115.486 10.1 0.328 15 6.562 7.218 1
Parcial
Total
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Encofrado de A-01, A-02, A-03 Y A-04Tabla
Soleras
Pie Derecho
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Todo en pulgadas
1 10
4
2.8
4
4
39.548 Factor para Encofrado de Losa = 23.2358.70550.525
115.4867.218
271.481
542.963
Cantidad de Madera
Pie2
Pie2
Cuñas
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4 4
N° USOSTablas 1Soleras 1Pie Derecho 1Ty 1Tx 1
1Cuñas 1
pie2/m2
Cuñas
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Tablas 4/5 " 28 " 6.02Ty 4 " 2.2 " 0.8Tx 4 " 2.2 " 6.12
Espaciamiento entre pie derecho
Encofrado de LATERALES DE VIGA
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Todo en pulgadas
4/5Luz
A= 6.02 mB= 0.7 m
0.76.02
1.777777778 2 7.6888888892 8 4
1
4
LongitudPie
19.751 1 36.868 40.555 1 40.5552.625 3 5.774 6.352 1 6.352
20.079 4 58.898 64.787 1 64.787Parcial 111.694
Total (12 Areas) 1340.325
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de LATERALES DE VIGATabla
Tx
Ty
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28
Tablas
TyTx
2.2
2.2
Factor para Encofrado de Losa = 26.51 pie2/m2
Pie2
Pie2
Cuñas
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2 4
N° USOS1
111
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Tablas 4/5 " 28 " 2.5Ty 4 " 2.2 " 0.8Tx 4 " 2.2 " 2.6
Espaciamiento entre pie derecho
Encofrado de LATERALES DE VIGA
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Todo en pulgadas
4/5Luz
A= 2.5 mB= 0.7 m
0.72.5
1.777777778 2 3.7777777782 4 4
1
4
LongitudPie
8.202 1 15.311 16.842 1 16.8422.625 3 5.774 6.352 1 6.3528.530 2 12.511 13.762 1 13.762
Parcial 36.955
Total (8 Areas) 295.643
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de LATERALES DE VIGATabla
Tx
Ty
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28
Tablas
TyTx
2.2
2.2
Factor para Encofrado de Losa = 21.12 pie2/m2
Pie2
Pie2
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N° USOS1
111
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Tablas 4/5 " 16 " 13.15Ty 4 " 2.2 " 0.5Tx 4 " 2.2 " 13.25
Espaciamiento entre pie derecho
Encofrado de LATERALES DE VIGA
![Page 66: Encofrado de Losa 2 DIRECCIONES Maciza](https://reader031.fdocumento.com/reader031/viewer/2022020403/55cf867d550346484b98258c/html5/thumbnails/66.jpg)
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Todo en pulgadas
4/5Luz
A= 13.15 mB= 0.4 m
0.413.15
1.444444444 2 15.611111111 16 4
1
4
LongitudPie
43.143 1 46.019 50.621 1 50.6211.640 3 3.609 3.970 1 3.970
43.471 8 255.031 280.534 1 280.534Parcial 335.125
Total (3 Areas) 1005.374
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de LATERALES DE VIGATabla
Tx
Ty
![Page 68: Encofrado de Losa 2 DIRECCIONES Maciza](https://reader031.fdocumento.com/reader031/viewer/2022020403/55cf867d550346484b98258c/html5/thumbnails/68.jpg)
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16
Tablas
TyTx
2.2
2.2
Factor para Encofrado de Losa = 63.71 pie2/m2
Pie2
Pie2
Cuñas
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2 4
N° USOS1
111
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Espaciamiento entre Solera0.9
1
Elementos DimensionesLongitud
ML
Tablas 4/5 " 12 " 6.5Ty 4 " 2.2 " 0.4Tx 4 " 2.2 " 6.6
Espaciamiento entre pie derecho
Encofrado de LATERALES DE VIGA
![Page 76: Encofrado de Losa 2 DIRECCIONES Maciza](https://reader031.fdocumento.com/reader031/viewer/2022020403/55cf867d550346484b98258c/html5/thumbnails/76.jpg)
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Todo en pulgadas
4/5Luz
A= 6.5 mB= 0.3 m
0.36.5
1.333333333 2 8.2222222221 8 4
1
4
LongitudPie
21.325 1 17.060 18.766 1 18.7661.312 3 2.887 3.176 1 3.176
21.654 4 63.517 69.869 1 69.869Parcial 91.811
Total (1 Areas) 91.811
Cantidad de Elementos
Pie2 Desperdicio 10%
Numero de Usos
Cantidad de Madera
Encofrado de LATERALES DE VIGATabla
Tx
Ty
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12
Tablas
TyTx
2.2
2.2
Factor para Encofrado de Losa = 47.08 pie2/m2
Pie2
Pie2
Cuñas
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2 4
N° USOS1
111
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OE. 2. ESTRUCTURAS.OE. 2.2. OBRAS DE CONCRETO SIMPLEOE. 2.2.3. SOLADOS
Descripción Solado en el cauce
Total
OE. 2.3. OBRAS DE CONCRETO ARMADOO.E. 2.3.3 VIGAS
OE. 2.3.3.1 CONCRETODescripción
Vx-01Vx-02Vx-03Vy-01Vy-02Vy-03
Total
OE. 2.3.3.3 ACERODescripción
Vx - 01 Largo 6.20 Ancho 0.30Acero Longitudinal 8 ϕ 3/4'' R = Acero Longitudinal 2 ϕ 5/8'' Gancho =
Gancho Adicional 1/2'' RefuerzosD =
Estribos ϕ 3/8'' 1 @ 0.05 3 @Vx - 02 Largo 6.20 Ancho 0.30
Acero Longitudinal 8 ϕ 3/4'' R = Acero Longitudinal 2 ϕ 5/8'' Gancho =
Gancho Adicional 1/2'' RefuerzosEstribos ϕ 3/8'' 1 @ 0.05 3 @
Vx - 03 Largo 6.20 Ancho 0.30Acero Longitudinal 8 ϕ 3/4'' R =
Gancho Adicional 2 ϕ 5/8'' Gancho = Gancho Adicional 1/2'' Refuerzos
Estribos ϕ 3/8'' 1 @ 0.05 3 @Vy - 01 Largo 13.15 Ancho 0.40
Acero Longitudinal 11 ϕ 1'' R = Acero Longitudinal 7 ϕ 1'' Gancho = Acero Longitudinal 3 ϕ 1''
Acero Longitudinal 2 ϕ 5/8'' Gancho Adicional 1/2'' Refuerzos
Estribos ϕ 1/2'' 1 @ 0.05 12 @Vy - 02 Largo 13.15 Ancho 0.40
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Acero Longitudinal 11 ϕ 1'' R = Acero Longitudinal 7 ϕ 1'' Gancho = Acero Longitudinal 3 ϕ 1''
Acero Longitudinal 2 ϕ 5/8'' Gancho Adicional 1/2'' Refuerzos
Estribos ϕ 1/2'' 1 @ 0.05 12 @Vy - 03 Largo 13.15 Ancho 0.40
Acero Longitudinal 11 ϕ 1'' R = Acero Longitudinal 7 ϕ 1'' Gancho = Acero Longitudinal 3 ϕ 1''
Acero Longitudinal 2 ϕ 5/8'' Gancho Adicional 1/2'' Refuerzos
Estribos ϕ 1/2'' 1 @ 0.05 12 @TotalO.E. 2.3.6 OCHAVOS
OE. 2.3.6.1 CONCRETODescripción
Ochavos LongitudinalesOchavos Transversales
TotalOE. 2.3.6.1 ENCOFRADO Y DESENCOFRADO
Encofrado y desencofradoTotal
OE. 2.3.6.3 ACERODescripción
Ochavos Longitudinales Largo 13.15 Ancho 0.23Acero Adicional 1 ϕ 1/2'' R =
Acero Adicional (gancho) ϕ 1/2'' Gancho = Refuerzos
TotalO.E. 2.3.7 BARRERAS
OE. 2.3.7.1 CONCRETODescripción
Barreras peatonales
OE. 2.3.6.1 ENCOFRADO Y DESENCOFRADODescripción
Encofrado y desencofradoTotal
OE. 2.3.7.3 ACERODescripción
Barreras peatonales Largo 13.15 Ancho 0.35Acero Longitudinal 7 3/8'' le 0.70
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Acero Transversal 1 1/2''Acero Transversal 1 1/2''
totalO.E. 2.3.10 LOSA
OE. 2.3.5.1 CONCRETODescripción
LosaTotal
OE. 2.3.10.3 ACERODescripción
Acero LongitudinalAcero Positivo 20 1/2'' L 13.15
Acero Negativo 20 3/8'' L 13.15
Acero TransversalAcero Positivo 71 5/8'' L 4.04
Acero Negativo 133 5/8'' L 1.5367 5/8'' L 3.40
Total
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ESTRUCTURAS.
Descripción Largo AnchoSolado en el cauce 10.65 8.50
CONCRETODescripción Largo Ancho
Vx-01 6.20 0.30Vx-02 6.20 0.30Vx-03 6.20 0.30Vy-01 13.15 0.40Vy-02 13.15 0.40Vy-03 13.15 0.40
ACERODescripción Ø Largo Veces
Alto 0.850.075 3/4'' 7.55 8.000.40 5/8'' 6.85 2.00
1/2'' 0.44 1.000.220.150 resto @ 0.20 3/8'' 1.92 30.00
Alto 0.85
0.075 3/4'' 6.85 8.000.40 5/8'' 6.85 2.00
D = 0.22 1/2'' 0.44 1.000.150 resto @ 0.20 3/8'' 1.92 30.00
Alto 0.850.075 3/4'' 6.85 8.000.40 5/8'' 6.85 2.00
D = 0.22 1/2'' 0.44 1.000.150 resto @ 0.20 3/8'' 1.92 30.00
Alto 1.020.075 1'' 14.50 11.000.40 1'' 10.40 7.00
1'' 6.50 3.005/8'' 14.50 2.00
D = 0.22 1/2'' 0.44 1.000.150 resto @ 0.35 1/2'' 2.46 58.00
Alto 1.07
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0.075 1'' 14.50 11.000.40 1'' 10.40 7.00
1'' 6.50 3.005/8'' 14.50 2.00
D = 0.22 1/2'' 0.44 1.000.150 resto @ 0.35 1/2'' 2.56 58.00
Alto 1.020.075 1'' 14.50 11.000.40 1'' 10.40 7.00
1'' 6.50 3.005/8'' 14.50 2.00
D = 0.22 1/2'' 0.44 1.000.150 resto @ 0.35 1/2'' 2.46 58.00
CONCRETODescripción Largo Ancho
Ochavos Longitudinales 13.15 0.23Ochavos Transversales 6.20 0.10
ENCOFRADO Y DESENCOFRADOEncofrado y desencofrado 16.11 0.19
ACERODescripción Largo Veces
Alto 0.150.075 1/2'' 14.50 1.000.40 1/2'' 0.55 58.00
D = 0.22
CONCRETODescripción Area
0.20
ENCOFRADO Y DESENCOFRADODescripción Largo Ancho
Encofrado y desencofrado 13.15 4.16
ACERODescripción Largo Veces
Alto 0.853/8'' 14.50 7.00
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R = 0.075 1/2'' 1.93 78.00Gancho = 0.40 1/2'' 1.45 78.00
total
CONCRETODescripción Largo Ancho
Losa 13.15 6.90
ACERODescripción Largo Veces
Le 0.60 1/2'' 13.75 20.00Le 0.60 3/8'' 13.75 20.00
5/8'' 4.34 71.005/8'' 1.53 133.005/8'' 3.40 67.00
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ESTRUCTURAS.
m3Alto Cant Area
0.30 1.00 27.1627.16
CONCRETO m3Alto Cant m30.85 1.00 1.580.85 1.00 1.580.85 1.00 1.581.02 1.00 5.371.07 1.00 5.631.02 1.00 5.37
21.10
ACERO KgKg/m Cant Kg
2.24 1.00 134.991.55 1.00 21.260.99 1.00 0.44
0.56 1.00 32.26
2.24 1.00 122.481.55 1.00 21.260.99 1.00 0.440.56 1.00 32.26
2.24 1.00 122.481.55 1.00 21.260.99 1.00 0.440.56 1.00 32.26
3.97 1.00 633.693.97 1.00 289.233.97 1.00 77.471.55 1.00 45.010.99 1.00 0.440.99 1.00 141.82
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3.97 1.00 633.693.97 1.00 289.233.97 1.00 77.471.55 1.00 45.010.99 1.00 0.440.99 1.00 147.59
3.97 1.00 633.693.97 1.00 289.233.97 1.00 77.471.55 1.00 45.010.99 1.00 0.440.99 1.00 141.82
4,110.59
CONCRETO m3Alto Cant m30.15 3.00 1.360.10 1.00 0.06
1.42ENCOFRADO Y DESENCOFRADO m2
4.00 11.9211.92
ACERO KgKg/m Cant Kg
0.99 6.00 86.480.99 6.00 191.81
278.29
CONCRETO m3Largo Cant m3
13.15 2.00 5.275.27
ENCOFRADO Y DESENCOFRADO m2Alto Cant m2
2.00 109.41109.41
ACERO KgKg/m Cant Kg
0.56 2.00 113.68
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0.99 2.00 298.500.99 2.00 224.84
637.02
CONCRETO m3Alto Cant m30.20 1.00 18.15
18.15
ACERO KgKg/m Cant Kg
0.99 2.00 544.500.56 2.00 308.00
1.55 2.00 955.361.55 2.00 631.631.55 2.00 707.30
3,146.80
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HOJA DE RESUMEN DE METRADOSOE. 2.2. OBRAS DE CONCRETO SIMPLEOE. 2.2.3. SOLADOS e = 30 cmOE. 2.3. OBRAS DE CONCRETO ARMADOOE. 2.3.2. VIGAS
OE.2.3.2.1 CONCRETOOE.2.3.2.2 ENCOFRADO Y DESENCOFRADOOE.2.3.2.3 ACERO
O.E. 2.3.3 OCHAVOSOE. 2.3.3.1 CONCRETOOE. 2.3.3.2 ENCONFRADO Y DESENCOFRADOOE. 2.3.3.3 ACERO
O.E. 2.3.4 BARRERASOE. 2.3.3.1 CONCRETOOE. 2.3.3.2 ENCONFRADO Y DESENCOFRADOOE. 2.3.3.3 ACERO
O.E. 2.3.5 LOSASOE. 2.3.3.1 CONCRETOOE. 2.3.3.2 ENCONFRADO Y DESENCOFRADOOE. 2.3.3.3 ACERO
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HOJA DE RESUMEN DE METRADOS
114.44 m2
21.10 m35,237.02 pie24,110.59 Kg
1.42 m311.92 m2
278.29 Kg
5.27 m3109.41 m2637.02 Kg
18.15 m31,808.22 pie23,146.80 Kg
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45.95
3,425.08