cuantificación de vs en losa de cimentación
24
Cuantificación de acero en losa de cimentación Elemento Eje Marca Tipo Diametro No. req. ong. Tota A B C D A-C 100 III 3/8" 32 2.13 2.03 0.05 0.05 C-E 101 III 3/8" 39 5.07 4.97 0.05 0.05 2-7 102 III 3/8" 18 6.45 6.25 0.05 0.05 7-9 103 III 3/8" 13 1.63 1.43 0.05 0.05 Total de kg en acero en losa de cim Cantid Metros t Varillas n Longitud total de e Armex perimetral ( armex interior(lo armex total (lon Elemento Eje Marca Tipo Diametro No. req. ong. Tota A B C D zapata aislada 9 104 III 3/8" 9 0.76 0.66 0.05 0.05 9 105 III 3/8" 6 0.98 0.73 0.25 Total de kg en acero en zapata ai Cantid Metros t Varillas n Elemento Eje Marca Tipo Diametro No. req. ong. Tota A B C D Losa de cimentación Losa de cimentación Losa de cimentación Losa de cimentación Dado D-1 Varilla longitudinal
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Transcript of cuantificación de vs en losa de cimentación
Cuantificación de acero en losa de cimentación
Elemento Eje Marca Tipo Diametro No. req. Long. Total A B C D PESO/m KG
A-C 100 III 3/8" 32 2.13 2.03 0.05 0.05 0.559 38.10
C-E 101 III 3/8" 39 5.07 4.97 0.05 0.05 0.559 110.96
2-7 102 III 3/8" 18 6.45 6.25 0.05 0.05 0.559 65.80
7-9 103 III 3/8" 13 1.63 1.43 0.05 0.05 0.559 12.00
Total de kg en acero en losa de cimentación 226.86Ton 0.23
Cantidad de varillasMetros totales 406
Varillas necesarias 34
Longitud total de ejes armex 15x30-4Armex perimetral (longitud) 28.94
armex interior(longitud) 7.58armex total (longitud) 36.52
Elemento Eje Marca Tipo Diametro No. req. Long. Total A B C D PESO/m KGzapata aislada 9 104 III 3/8" 9 0.76 0.66 0.05 0.05 0.559 3.65
9 105 III 3/8" 6 0.98 0.73 0.25 0.559 3.29
Total de kg en acero en zapata aislada 6.94Ton 0.01
Cantidad de varillasMetros totales 12
Varillas necesarias 1
Elemento Eje Marca Tipo Diametro No. req. Long. Total A B C D PESO/m KG
Losa de cimentación
Losa de cimentación
Losa de cimentación
Losa de cimentación
Dado D-1Varilla
longitudinal
Cuantificación de acero en losa de cimentación
9 106 III 1/4" 6 0.64 0.21 0.11 0.21 0.11 0.251 0.91
Metros de alambrónMetros totales 4
dado D-1Estribos
ACERO EN CIMENTACIONEJE MARCA TIPO DIAMETRO CANTIDAD LTOTAL A B
A-D,2-7 101 III 3/8" 17 2.6 2.4 0.05D-E,2-7 101 III 3/8" 19 2.6 2.4 0.05A-E,2-7 102 III 3/8" 16 2.6 2.4 0.05A-E,2-8 103 III 3/8" 16 7.187 6.987 0.05A-C,2-7 104 III 3/8" 6 6.57 6.37 0.05C-D,2-8 105 III 3/8" 4 7.07 6.87 0.05D-E,2-9 106 III 3/8" 10 8.44 8.24 0.05SUMA
ACERO EN LOSA DE ENTREPISOEJE MARCA TIPO DIAMETRO CANTIDAD LTOTAL A B
A-C,2-3 107 III 3/8" 12 3.7 3.6 0.05A-C,2-3 108 III 3/8" 12 3.55 3.45 0.05C-E,2-4 109 III 3/8" 15 3.85 3.75 0.05C-E,2-4 110 III 3/8" 12 4.4 4.3 0.05A-C,3-7 111 III 3/8" 6 2.95 2.85 0.05C-E,4-11 112 III 3/8" 18 2.8 2.7 0.05C-E,4-11 113 III 3/8" 15 4.55 4.45 0.05A-C,7-10 114 III 3/8" 6 2.33 2.23 0.05A-C,7-10 115 III 3/8" 9 2.35 2.25 0.05
ACERO ADICIONAL DE REFUERZOEJE MARCA TIPO DIAMETRO CANTIDAD LTOTAL A B
D-E,2-8 116 III 3/8" 8 2.95 2.85 0.05D-E,3-8 117 III 3/8" 14 2.47 2.37 0.05
ACERO EN ABACOS
EJE MARCA TIPO DIAMETRO CANTIDAD LTOTAL A BA-E,2-4 118 III 3/8" 5 1.98 1.88 0.05A-E,2-5 118 III 3/8" 11 0.94 0.84 0.05A-E,2-6 119 III 1/2 7 1.34 1.24 0.05A-E,2-7 119 III 1/2 16 2.38 2.28 0.05A-E,7-10 120 III 3/8" 9 1.74 1.64 0.05A-E,7-11 120 III 3/8" 5 0.94 0.84 0.05A-E,7-12 121 III 1/2 15 1.34 1.24 0.05A-E,7-13 121 III 1/2 9 2.14 2.04 0.05
PESO/m 0.559 0.996C D Kg 3/8 1/2
0.05 250.05 280.05 230.05 640.05 220.05 160.05 47
225 KG0.225 TON
Cantidad de varillasMetros totales 402
Varillas necesarias 33 Φ 3/8"
ACERO EN LOSA DE ENTREPISO AREA TOTAL DE LA SUPERFICIE 59.36C D Kg AREA DE ABERTURA DE ESCALERA 4.85
0.05 25 AREA DE ABACOS 5.480.05 24 MALLA ELECTROSOLDADA 49.030.05 320.05 300.05 100.05 280.05 38 ESTRIBOS0.05 8 AMARRES0.05 12 369 0.58 0.1 0.68
206Cantidad de varillas
Metros totales 369Varillas necesarias 31 Φ 3/8"
C D Kg0.05 13.20.05 19.3
32.5Cantidad de varillas
Metros totales 58Varillas necesarias 5 Φ 3/8"
8.26666667ACERO EN ABACOS 13.6
LONGITUD TOTAL
LONGITUD DE
ESTRIBOS
LONGITUD TOTAL
DE ESTRIBOS
C D Kg0.05 60.05 60.05 5 0.840.05 21 1.640.05 90.05 30.05 110.05 11
SUMA Φ 3/8" 23 KGSUMA Φ 1/2" 49 KG
Cantidad de varillasMetros totales 41
Varillas necesarias 3 Φ 3/8"
Cantidad de varillasMetros totales 49
Varillas necesarias 4 Φ 1/2"
ESTRIBOSCANTIDAD
0.15 2460ALAMBRÓN 1681.8 m
m2
m2
m2
SEPARACION DE ESTRIBOS
ejes
A-E,2-7 7 6.4 0.13 5.824C-E,7-8 5.13 0.5 0.33345D-E,8-9 3.8 0.93 0.45942
∑= 6.61687
a b Cantidad
0.15 0.15 23 2.4 8.28 1.24
EJES L1 L2
A-E,2-9 7 7.83 0.05 2.74
ELEMENTO AREA TOTAL
54.51 0.05 2.73
NERVADURA 0.03 545.6 1619
CONCRETO EN LOSA DE CIMENTACIÓN (f´c= 250 kg/cm2)L1 (m)
L2 (m)
e (m)
Volumen (m3)
CASTILLOS DE ARMEX (15x15-4) (f´c= 200 kg/cm2)Altura
(m)Area Total
(m2) Volumen Total (m3)
FIRME DE CONCRETO (f´c= 100 kg/cm2)
ESPESOR (m)
VOLUMEN (m3)
CONCRETO EN LOSA DE CIMENTACIÓN (f´c= 250 kg/cm2)e
(m)Volumen
(m3)
LOSA DE ENTREPISO
m3
l1 l2 L12 L23 e1 e2
0.2 0.3 0.8 0.8 0.6 0.2 0.164
a b
0.15 0.15 36.52 5.48 0.82
64.287 5.48 8.28 78.05 0.05 3.90
15 560.6 545.6
CONCRETO DE ZAPATA AISLADA (f´c= 250 kg/cm2)Volumen
(m3)
TRABE (15x15-4) (f´c=200 kg/cm2)Longitud Total (m)
Área Total (m2)
Volumen Total (m3)
RECUBRIMIENTO (f´c= 100kg/cm2)Área de muros
(m2)Área de
Trabe (m2)Área de Castillos
(m2)Área Total (m2) Espesor
(m) Volumen (m3)
Block 15x20x40Área de 1 block= 0.08
Junteo de 15 cm
Cantidad
0.015 1 5 0.0150.015 0.2 8 0.0030.015 0.125 2 0.0019
Suma=Área real de block= 0.8972Área real de block= 0.8972
Cantidad de block a usar= 11.21Volumen de junteo (f´c=100kg/cm2)= 0.010280
DISTANCIAS DE MUROS
EJE EJE
EJE 2 EJE AA-E 7 2-7 5.8
EJE 3 EJE CA-D 3.425 5-8 1.8
EJE 5 EJE DA-C 2.105 2´-3 0.7
EJE 7 8-9 0.78A-C 2.1 EJE E
EJE 8 2-9 7.53C-D 1.48 suma= 16.61
EJE 9D-E 3.8
suma= 19.91suma total= 36.52 m
altura del primer piso= 2.4 m Área total de muros= 87.65ventanas,trabes y puertas= 23.36
23 castillos (15x15-4)= 8.28 block= 64.28
ventana frontal(1.6x1.4)= 2.24ventana de baño (0.6x0.4)= 0.24
puerta delantera (0.9x2.15)= 1.935 Área
puerta trasera (1.8x2.15)= 3.87 11.22 64.29ventana trasera(1.2x.1.1)= 1.32
trabe (15x15-4)= 5.478 Área
m2
CUANTIFICACION DE 1 m2 DE MUROÁREAS DE JUNTEO (f´c=100kg/cm2)
Espesor (m)
Longitud (m)
Área (m2)
1m2-0.1028m2=
m2
piezas/m2
m3/m2
LONGITUD (m)
LONGITUD (m)
m2
m2
m2 BLOCK PARA 64.29 m2
m2 pza/m2
m2
m2 JUNTEO (f´c=100kg/cm2) para 64.29 m2
m2 m3/m2
suma total= 23.363 0.010280 64.29m2
BLOCKL= 0.4
A= 0.2
0.075 ANCHO= 0.10.024
0.00380.1028
721.33
Volumen
DE MUROÁREAS DE JUNTEO (f´c=100kg/cm2)
Área total (m2)
m2
m2
m2
BLOCK PARA 64.29 m2
Block (15x20x40)
JUNTEO (f´c=100kg/cm2) para 64.29 m2
0.66
PROPORCIONAMIENTO DEL CONCRETO
PROPORCIONAMIENTOVOLUMEN
CEMENTO ARENA GRAVA CEMENTO ARENA GRAVA100 1 5 0 10.53 52.63 0.00 7.63200 1 4.5 5.5 5.26 23.68 28.95 2.06250 1 3.5 5 6.19 21.67 30.96 25.78
TOTALES EN LATASTOTALES
RESISTENCIA(kg/cm2)
MATERIAL POR m3
PROPORCIONAMIENTO DEL CONCRETO
MATERIAL PARA VOLUMEN CANTIDADES FINALES
CEMENTO ARENA GRAVA CEMENTO UNIDAD ARENA UNIDAD GRAVA UNIDAD80.32 401.58 0.00 251.00 SACOS 2.7 VIAJES 2.3 VIAJES10.84 48.79 59.63
159.63 558.70 798.14251 1009 858251 19 16
LATA CEMENTO ARENA GRAVA RELACION0.019 0.095 10.530.019 0.019 0.0855 0.1045 5.260.019 0.019 0.0665 0.095 6.19
HOJA DE MATERIALESMATERIAL CANTIDAD UNIDAD UNIDAD LA CEIBA
CASETON 60 X 15 54 PZA PZA $45.00Varillas. 1/2 4 PZA PZA $184.00Varillas. 3/4 0 PZA PZA $427.00Varillas. 3/8 72 PZA PZA $103.00CEMENTO 251 SACO SACO $120.00
ALAMBRON 422.13 KG KG $18.00ARMEX 15X30 6 pza PZA $140.00ARMEX 12X12 9.2 PZA PZA $116.00
GRAVA 3/4 2.3 VIAJE VIAJE $2,350.00ARENA 2.7 VIAJE VIAJE $1,000.00BLOCK 721.33 PZA PZA $8.50
MATERIAL ELECTRICOAPAGADOR OCULTO 7 PZA PZA $13.00
CENTRO DE CARGA PRINCIPAL 1 PZA PZAACOMETIDA 1 PZA PZA $20.00
POLIDUCTO FLEXIBLE DE 1/2 1.2 RLL-100 RLL-100 $165.00POLIDUCTO FLEXIBLE DE 3/4 2.74 RLL-50 RLL-50 $145.00
CABLE CALIBRE 12 33.09 RLL-100 RLL-100CABLE CALIBRE 14 13.78 RLL-100 RLL-100
MANGUERA PARA GAS 5 M MREGULADOR DE BAJA PRESION 1 PZA PZA
MATERIAL HIDRAULICOVALVULA DE COMPUERTA SOLDABLE DE 1/2 1 PZA PZA $54.50
TUBO DE COBRE DE 1/2 5.27 TR-6 TR-6 $260.00TUBO DE COBRE DE 3/4 0.48 TR-6 TR-6 $420.00TEE DE COBRE DE 1/2 9 PZA PZA $8.50
TAPON TIPO MACHO DE 1/2 12 PZA PZA $8.00CODO DE 1/2 DE 90 4 PZA PZA $6.00CODO DE 1/2 DE 45 6 PZA PZA $11.00
TEE DE 3/4 1 PZA PZA $26.00LLAVE DE NARIZ DE 1/2 2 PZA PZA $30.00
CODO DE 3/4 DE 90 1 PZA PZA $10.50CODO DE 3/4 DE 45 0 PZA PZA $20.00
MATERIALES SANITARTIOSTUBO DE PVC DE 2 1.46 TR-6 TR-6 $72.00TUBO DE PVC DE 3 4.09 TR-6 TR-6 $120.00TUBO DE PVC DE 4 2.95 TR-6 TR-6 $175.00
CODO DE 2 A 90 8 PZA PZA $4.00CODO DE 2 A 45 2 PZA PZA $4.00CODO DE 3 A 90 3 PZA PZA $9.00
TEE DE 3 1 PZA PZA $12.00COLADERA 1 PZA PZA $25.50
CODO DE 4 A 90 0 PZA PZA $12.50
HOJA DE MATERIALESSANTANDREU EL JAGUAR SILVA LA CEIBA SANTANDREU EL JAGUAR
$36.21 $0.00 $0.00 $2,430.00 $1,955.34 $0.00$156.58 $174.00 $0.00 $736.00 $626.32 $696.00$361.50 $391.00 $0.00 $0.00 $0.00 $0.00$87.69 $106.00 $0.00 $7,416.00 $6,313.68 $7,632.00
$112.93 $120.00 $0.00 $30,120.00 $28,345.43 $30,120.00$14.07 $19.50 $0.00 $7,598.37 $5,939.39 $8,231.57$0.00 $146.00 $0.00 $852.13 $0.00 $888.65
$93.78 $118.00 $0.00 $1,067.20 $862.78 $1,085.60$3,000.00 $2,600.00 $0.00 $5,405.00 $6,900.00 $5,980.00$2,037.50 $1,300.00 $0.00 $2,700.00 $5,501.25 $3,510.00
$7.18 $6.20 $0.00 $6,131.31 $5,179.15 $4,472.25MATERIAL ELECTRICO
$9.83 $0.00 $9.09 $91.00 $68.81 $0.00$98.23 $0.00 $0.00 $98.23 $0.00$14.44 $0.00 $9.75 $20.00 $14.44 $0.00
$315.90 $320.00 $312.10 $198.00 $379.08 $384.00$263.25 $0.00 $260.09 $397.30 $721.31 $0.00$539.69 $0.00 $509.80 $0.00 $17,858.34 $0.00$379.59 $0.00 $358.57 $0.00 $5,230.75 $0.00
$0.00 $0.00 $0.00 $0.00 $0.00 $0.00$0.00 $0.00 $57.30 $0.00 $0.00 $0.00
MATERIAL HIDRAULICO$92.08 $0.00 $29.84 $54.50 $92.08 $0.00
$221.02 $0.00 $202.32 $1,368.90 $1,163.67 $0.00$0.00 $0.00 $339.00 $199.50 $0.00 $0.00$6.27 $0.00 $5.93 $76.50 $56.43 $0.00$0.00 $0.00 $0.00 $96.00 $0.00 $0.00$4.07 $0.00 $3.87 $24.00 $16.28 $0.00$0.00 $0.00 $8.14 $66.00 $0.00 $0.00
$18.12 $0.00 $17.16 $26.00 $18.12 $0.00$0.00 $0.00 $23.00 $60.00 $0.00 $0.00$9.13 $0.00 $8.65 $10.50 $9.13 $0.00$0.00 $0.00 $3.86 $0.00 $0.00 $0.00
MATERIALES SANITARTIOS$57.50 $0.00 $54.60 $104.88 $83.76 $0.00$96.25 $0.00 $91.02 $491.00 $393.82 $0.00
$157.88 $0.00 $140.00 $516.25 $465.75 $0.00$1.90 $0.00 $1.79 $32.00 $15.20 $0.00$1.56 $0.00 $1.42 $8.00 $3.12 $0.00$4.47 $0.00 $4.49 $27.00 $13.41 $0.00$7.16 $0.00 $6.72 $12.00 $7.16 $0.00$0.00 $0.00 $0.00 $25.50 $0.00 $0.00$8.54 $0.00 $7.75 $0.00 $0.00 $0.00
HOJA DE MATERIALESSILVA PROMEDIO COSTO PROMEDIO$0.00 $20.30 $1,096.34$0.00 $128.65 $514.58$0.00 $294.88 $0.00$0.00 $74.17 $5,340.42$0.00 $88.23 $22,146.36$0.00 $12.89 $5,442.33$0.00 $71.50 $435.20$0.00 $81.95 $753.89$0.00 $1,987.50 $4,571.25$0.00 $1,084.38 $2,927.81$0.00 $5.47 $3,945.68
MATERIAL ELECTRICO$63.63 $7.98 $55.86$0.00 $49.12 $49.12$9.75 $11.05 $11.05
$374.52 $278.25 $333.90$712.65 $167.08 $457.81
$16,869.28 $349.83 $11,575.87$4,941.09 $246.05 $3,390.61
$0.00 $0.00 $0.00$57.30 $19.10 $19.10
MATERIAL HIDRAULICO$29.84 $44.11 $44.11
$1,065.21 $170.84 $899.45$161.03 $189.75 $90.13$53.37 $5.18 $46.57$0.00 $2.00 $24.00
$15.48 $3.49 $13.94$48.84 $4.79 $28.71$17.16 $15.32 $15.32$46.00 $13.25 $26.50$8.65 $7.07 $7.07$0.00 $5.97 $0.00
MATERIALES SANITARTIOS$79.53 $46.03 $67.04
$372.42 $76.82 $314.31$413.00 $118.22 $348.75$14.32 $1.92 $15.38$2.84 $1.75 $3.49
$13.47 $4.49 $13.47$6.72 $6.47 $6.47$0.00 $6.38 $6.38$0.00 $7.20 $0.00
