Encofrado de Escaleras
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hoja de calculo de encofrado de escaleras
Transcript of Encofrado de Escaleras
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Tablero de la escalera (1")= 1.22 x 1 x 1 = 13.56 p20.3 0.3 pz
Soleras escalera(2")= 3 x 1 x 2 = 3.33 p212 0.3 pz
Soleras descanso(2")= 3 x 1 x 2 = 3.33 p212 0.3 pz
Enconfrado lateral escalera(1")= 1.22 x 0.18 x 1 = 2.44 p2solo interior 0.3 0.3 pz
Encofrado de fondo descanso(1")= 1 x 1 x 1 = 11.11 p2no hay laterales 0.3 0.3 pz
Tablero del descanso(1")= 1 x 1 x 1 = 11.11 p2
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0.3 0.3 pz
Tablero de contrahuella(1")= 0.18 x 1 x 4 = 8.00 p20.3 0.3 pz
Barrotes laterales c/50 (1")= 3 x 0.2 x 2 = 0.67 p2Escalera 12 0.3 pz
Barrotes Descanso c/50 (1")= 3 x 0.15 x 2 = 0.50 p212 0.3 pz
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Puntales descanso (3")= 8 pz 0.62 m0.62 x 7 bs = 4.3 bs
ml 4 bs/p2
Puntales escalera (3")= 3 pz 0.3 m0.3 x 7 bs = 2.1 bs
ml 4 bs/p2
Bridas (1")= 3 x 10 x 22 = 3.666672 x puntal 12 30 pz
Tornapuntas (1") 3 x 1.5 x 16 = 2012 0.3 pz
Cua y Contracua (2")= 4 x 4 x 11 = 2.444441 x puntal 12 12 pz
Solera de Pie (1")= 4 x 4 x 11 = 2.444441 x puntal 12 12 pz
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Madera Total Necesaria = 113.3710% de Perdida = 11.3372
TOTAL = 124.71
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= 1.085 x 8 = 26.04 p2
= 0.525 x 3 = 4.725 p2
p2
p2
p2
p2
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p2p2p2
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Tablero de la escalera (1")= 1.06 x 1 x 1 = 11.78 p20.3 0.3 pz
Soleras escalera(2")= 3 x 1 x 2 = 3.33 p212 0.3 pz
Soleras descanso(2")= 3 x 1 x 2 = 3.33 p212 0.3 pz
Enconfrado lateral escalera(1")= 1.06 x 0.18 x 1 = 2.12 p2solo interior 0.3 0.3 pz
Encofrado de fondo descanso(1")= 1 x 1 x 1 = 11.11 p2no hay laterales 0.3 0.3 pz
Tablero del descanso(1")= 1 x 1 x 1 = 11.11 p2
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0.3 0.3 pz
Tablero de contrahuella(1")= 0.18 x 1 x 3 = 6.00 p20.3 0.3 pz
Barrotes laterales c/50 (1")= 3 x 0.2 x 2 = 0.67 p2Escalera 12 0.3 pz
Barrotes Descanso c/50 (1")= 3 x 0.15 x 2 = 0.50 p212 0.3 pz
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Puntales descanso (3")= 8 pz 1.35 m1.35 x 7 bs = 9.5 bs
ml 4 bs/p2
Puntales escalera (3")= 3 pz 1.08 m1.08 x 7 bs = 7.6 bs
ml 4 bs/p2
Bridas (1")= 3 x 10 x 22 = 3.666672 x puntal 12 30 pz
Tornapuntas (1") 3 x 1.5 x 16 = 2012 0.3 pz
Cua y Contracua (2")= 4 x 4 x 11 = 2.444441 x puntal 12 12 pz
Solera de Pie (1")= 4 x 4 x 11 = 2.444441 x puntal 12 12 pz
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Madera Total Necesaria = 152.2210% de Perdida = 15.2219
TOTAL = 167.44
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= 2.363 x 8 = 56.7 p2
= 1.89 x 3 = 17.01 p2
p2
p2
p2
p2
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p2p2p2
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Tablero de la escalera (1")= 1.45 x 1 x 1 = 16.11 p20.3 0.3 pz
Soleras escalera(2")= 3 x 1 x 2 = 3.33 p212 0.3 pz
Enconfrado lateral escalera(1")= 1.45 x 0.18 x 1 = 2.90 p2solo interior 0.3 0.3 pz
Tablero de contrahuella(1")= 0.18 x 1 x 5 = 10.00 p20.3 0.3 pz
Barrotes laterales c/50 (1")= 3 x 0.2 x 2 = 0.67 p2Escalera 12 0.3 pz
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Puntales escalera (3")= 3 pz 1.79 m1.79 x 7 bs = 13
ml 4
Bridas (1")= 3 x 10 x 22 =2 x puntal 12 30 pz
Tornapuntas (1") 3 x 1.5 x 16 =12 0.3 pz
Cua y Contracua (2")= 4 x 4 x 11 =1 x puntal 12 12 pz
Solera de Pie (1")= 4 x 4 x 11 =1 x puntal 12 12 pz
Madera Total Necesaria =10% de Perdida =
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TOTAL =
390.88 p2 >>>>>x >>>>>
x= 439 p2/m3
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bs = 3.133 x 3 = 28.193 p2bs/p2
3.66667 p2
20 p2
2.44444 p2
2.44444 p2
89.76 p28.97592 p2
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98.74 p2
0.89 m31 m3
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Tramo 1Tramo 2Tramo 3
