cuantificacin de vs en losa de cimentacin

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Cuantificacin de acero en losa de cimentacin Elemento Losa de cimentacin Losa de cimentacin Losa de cimentacin Losa de cimentacin Eje A-C C-E Marca 100 101 Tipo III III Diametro No. req. Long. Total 3/8" 3/8" 32 39 2.13 5.07 A 2.03 4.97 B 0.05 0.05 C 0.05 0.05 D PESO/m 0.559 0.559 KG 38.10 110.96

2-7 7-9

102 103

III III

3/8" 3/8"

18 13

6.45 1.63

6.25 1.43

0.05 0.05

0.05 0.05

0.559 0.559

65.80 12.00

Total de kg en acero en losa de cimentacin 226.86 Ton 0.23 Cantidad de varillas Metros totales 406 Varillas necesarias 34 Longitud total de ejes armex 15x30-4 Armex perimetral (longitud) 28.94 armex interior(longitud) 7.58 armex total (longitud) 36.52 C D PESO/m KG 0.05 0.559 3.65 0.559 3.29

Elemento zapata aislada Dado D-1 Varilla longitudinal

Eje 9 9

Marca 104 105

Tipo III III

Diametro No. req. Long. Total 3/8" 9 0.76 3/8" 6 0.98

A 0.66 0.73

B 0.05 0.25

Total de kg en acero en zapata aislada

6.94 Ton 0.01 Cantidad de varillas Metros totales 12 Varillas necesarias 1 D 0.11 PESO/m 0.251 KG 0.91

Elemento dado D-1 Estribos

Eje 9

Marca 106

Tipo III

Diametro No. req. Long. Total 1/4" 6 0.64

A 0.21

B 0.11

C 0.21

Cuantificacin de acero en losa de cimentacin Metros de alambrn Metros totales 4

EJE A-D,2-7 D-E,2-7 A-E,2-7 A-E,2-8 A-C,2-7 C-D,2-8 D-E,2-9 SUMA

MARCA 101 101 102 103 104 105 106

TIPO III III III III III III III

DIAMETRO 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"

ACERO EN CIMENTACION CANTIDAD LTOTAL 17 2.6 19 2.6 16 2.6 16 7.187 6 6.57 4 7.07 10 8.44

A 2.4 2.4 2.4 6.987 6.37 6.87 8.24

ACERO EN LOSA DE ENTREPISO EJE A-C,2-3 A-C,2-3 C-E,2-4 C-E,2-4 A-C,3-7 C-E,4-11 C-E,4-11 A-C,7-10 A-C,7-10 MARCA 107 108 109 110 111 112 113 114 115 TIPO III III III III III III III III III DIAMETRO 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" CANTIDAD 12 12 15 12 6 18 15 6 9 LTOTAL 3.7 3.55 3.85 4.4 2.95 2.8 4.55 2.33 2.35 A 3.6 3.45 3.75 4.3 2.85 2.7 4.45 2.23 2.25

EJE D-E,2-8 D-E,3-8

ACERO ADICIONAL DE REFUERZO MARCA TIPO DIAMETRO 116 III 3/8" 117 III 3/8"

CANTIDAD 8 14

LTOTAL 2.95 2.47

A 2.85 2.37

EJE

MARCA

TIPO

DIAMETRO

CANTIDAD

ACERO EN ABACOS LTOTAL A

A-E,2-4 A-E,2-5 A-E,2-6 A-E,2-7 A-E,7-10 A-E,7-11 A-E,7-12 A-E,7-13

118 118 119 119 120 120 121 121

III III III III III III III III

3/8" 3/8" 1/2 1/2 3/8" 3/8" 1/2 1/2

5 11 7 16 9 5 15 9

1.98 0.94 1.34 2.38 1.74 0.94 1.34 2.14

1.88 0.84 1.24 2.28 1.64 0.84 1.24 2.04

PESO/m B 0.05 0.05 0.05 0.05 0.05 0.05 0.05 C 0.05 0.05 0.05 0.05 0.05 0.05 0.05 D Kg 25 28 23 64 22 16 47 225 0.225 3/8

0.559 1/2

0.996

KG TON

Cantidad de varillas Metros totales 402 Varillas necesarias 33

3/8"

OSA DE ENTREPISO B 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 C 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 D Kg 25 24 32 30 10 28 38 8 12 206

AREA TOTAL DE LA SUPERFICIE AREA DE ABERTURA DE ESCALERA AREA DE ABACOS MALLA ELECTROSOLDADA

LONGITUD TOTAL 369

LONGITUD DE ESTRIBOS 0.58

ESTRIBOS AMARRES 0.1

Cantidad de varillas Metros totales 369 Varillas necesarias 31

3/8"

B 0.05 0.05

C 0.05 0.05

D

Kg 13.2 19.3 32.5 58 5

Cantidad de varillas Metros totales Varillas necesarias

3/8" 8.26666667 13.6

O EN ABACOS B C D Kg

0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05

0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 SUMA 3/8" SUMA 1/2" Cantidad de varillas Metros totales Varillas necesarias Cantidad de varillas Metros totales Varillas necesarias

6 6 5 21 9 3 11 11 23 KG 49 KG

0.84 1.64

41 3

3/8"

49 4

1/2"

2 59.36 m 2 4.85 m 5.48 2 49.03 m

ESTRIBOS LONGITUD TOTAL 0.68

SEPARACION DE ESTRIBOS 0.15 ALAMBRN

CANTIDAD 2460 1681.8 m

CONCRETO EN LOSA DE CIMENTACIN (fc= 250 kg/cm2)

ejes A-E,2-7 C-E,7-8 D-E,8-9

L1 (m) 7 5.13 3.8

L2 (m) 6.4 0.5 0.93

e (m) 0.13

=

Volumen (m3) 5.824 0.33345 0.45942 6.61687

a 0.15

CASTILLOS DE ARMEX (15x15-4) (fc= 200 kg/cm2) Area Total Altura b Cantidad Volumen Total (m3) (m) (m2) 0.15 23 2.4 8.28 1.24 FIRME DE CONCRETO (fc= 100 kg/cm2)

EJES A-E,2-9

L1 7

L2 7.83

ESPESOR VOLUMEN 3 (m) (m ) 0.05 2.74

CONCRETO EN LOSA DE CIMENTACIN (fc= 250 kg/cm2)

ELEMENTO LOSA DE ENTREPISO NERVADURA

AREA TOTAL 54.51 0.03

e (m) 0.05 545.6

Volumen 3 (m ) 2.73 16 19 m3

CONCRETO DE ZAPATA AISLADA (fc= 250 kg/cm2) l1 0.2 l2 0.3 L12 0.8 L23 0.8 e1 0.6

a 0.15

TRABE (15x15-4) (fc=200 kg/cm2) rea Longitud b Total (m) Total (m2) 0.15 36.52 5.48

Volumen Total (m3) 0.82

rea de rea de 2 2 muros (m ) Trabe (m ) 64.287 5.48

RECUBRIMIENTO (fc= 100kg/cm2) rea de Espesor Castillos rea Total (m2) (m) (m2) 8.28 78.05 0.05

15

560.6

545.6

(fc= 250 kg/cm2) e2 0.2 Volumen (m3) 0.164

2

) Volumen (m3) 3.90

Block 15x20x40 rea de 1 block= Junteo de 15 cm 0.08

CUANTIFICACION DE 1 m2 DE MURO Espesor (m) 0.015 0.015 0.015 REAS DE JUNTEO (fc=100kg/cm ) Longitud Cantidad (m) 1 5 0.2 8 0.125 22

rea real de block= 1m2-0.1028m2= 0.8972 rea real de block= Cantidad de block a usar= Volumen de junteo (fc=100kg/cm2)= DISTANCIAS DE MUROS LONGITUD LONGITUD EJE (m) (m) EJE A 7 2-7 5.8 EJE C 3.425 5-8 1.8 EJE D 2.105 2-3 0.7 8-9 0.78 2.1 EJE E 2-9 7.53 1.48 suma= 16.61 3.8 19.91 suma total= 11.22 0.010280

EJE EJE 2 A-E EJE 3 A-D EJE 5 A-C EJE 7 A-C EJE 8 C-D EJE 9 D-E suma=

36.52 2.4

m m 8.28 m 2 2.24 m2 0.24 m 2

altura del primer piso=

rea total de muros= ventanas,trabes y puertas= block= BLOCK PARA 64.29 m2 pza/m2 11.22

23 castillos (15x15-4)= ventana frontal(1.6x1.4)= ventana de bao (0.6x0.4)= puerta delantera (0.9x2.15)= puerta trasera (1.8x2.15)=

1.935 m22 3.87 m

ventana trasera(1.2x.1.1)= trabe (15x15-4)= suma total=

1.32 m 2 5.478 m 2 23.363 m

2

JUNTEO (fc=100kg/cm2) para 64.29 m3/m2 0.010280

m2

ION DE 1 m2 DE MURO2

BLOCK L= 0.4 rea total 2 (m ) 0.075 0.024 0.0038 0.1028 A= 0.2 ANCHO= 0.1

NTEO (fc=100kg/cm ) rea 2 (m ) 0.015 0.003 0.0019 Suma= 0.8972 m2 piezas/m2 m3/m2

2 87.65 m

23.36 m 2 64.29 m BLOCK PARA 64.29 m2 rea 64.29 Block (15x20x40) 721.33

2

UNTEO (fc=100kg/cm2) para 64.29 m2 rea 64.29 Volumen 0.66

PROPORCIONAMIENTO DEL RESISTENCIA 2 (kg/cm ) 100 200 250 PROPORCIONAMIENTO CEMENTO 1 1 1 ARENA 5 4.5 3.5 GRAVA 0 5.5 5 MATERIAL POR m CEMENTO 10.53 5.26 6.19 ARENA 52.63 23.68 21.673

GRAVA 0.00 28.95 30.96 TOTALES EN LATAS

PROPORCIONAMIENTO DEL CONCRETO VOLUMEN 7.63 2.06 25.78 TOTALES EN LATAS TOTALES MATERIAL PARA VOLUMEN CEMENTO 80.32 10.84 159.63 251 251 ARENA 401.58 48.79 558.70 1009 19 GRAVA 0.00 59.63 798.14 858 16 CEMENTO 251.00 CANTIDADES FINALES UNIDAD SACOS ARENA 2.7 UNIDAD VIAJES

NALES GRAVA 2.3 UNIDAD VIAJES LATA 0.019 0.019 0.019 CEMENTO 0.019 0.019 ARENA 0.095 0.0855 0.0665 GRAVA 0.1045 0.095 RELACION 10.53 5.26 6.19

HOJA MATERIAL CASETON 60 X 15 Varillas. 1/2 Varillas. 3/4 Varillas. 3/8 CEMENTO ALAMBRON ARMEX 15X30 ARMEX 12X12 GRAVA 3/4 ARENA BLOCK APAGADOR OCULTO CENTRO DE CARGA PRINCIPAL ACOMETIDA POLIDUCTO FLEXIBLE DE 1/2 POLIDUCTO FLEXIBLE DE 3/4 CABLE CALIBRE 12 CABLE CALIBRE 14 MANGUERA PARA GAS REGULADOR DE BAJA PRESION VALVULA DE COMPUERTA SOLDABLE DE 1/2 TUBO DE COBRE DE 1/2 TUBO DE COBRE DE 3/4 TEE DE COBRE DE 1/2 TAPON TIPO MACHO DE 1/2 CODO DE 1/2 DE 90 CODO DE 1/2 DE 45 TEE DE 3/4 LLAVE DE NARIZ DE 1/2 CODO DE 3/4 DE 90 CODO DE 3/4 DE 45 TUBO DE PVC DE 2 TUBO DE PVC DE 3 TUBO DE PVC DE 4 CODO DE 2 A 90 CODO DE 2 A 45 CODO DE 3 A 90 TEE DE 3 COLADERA CODO DE 4 A 90 CANTIDAD 54 4 0 72 251 422.13 6 9.2 2.3 2.7 721.33 7 1 1 1.2 2.74 33.09 13.78 5 1 1 5.27 0.48 9 12 4 6 1 2 1 0 1.46 4.09 2.95 8 2 3 1 1 0 UNIDAD PZA PZA PZA PZA SACO KG pza PZA VIAJE VIAJE PZA PZA PZA PZA RLL-100 RLL-50 RLL-100 RLL-100 M PZA PZA TR-6 TR-6 PZA PZA PZA PZA PZA PZA PZA PZA TR-6 TR-6 TR-6 PZA PZA PZA PZA PZA PZA UNIDAD PZA PZA PZA PZA SACO KG PZA PZA VIAJE VIAJE PZA PZA PZA PZA RLL-100 RLL-50 RLL-100 RLL-100 M PZA PZA TR-6 TR-6 PZA PZA PZA PZA PZA PZA PZA PZA TR-6 TR-6 TR-6 PZA PZA PZA PZA PZA PZA LA CEIBA $45.00 $184.00 $427.00 $103.00 $120.00 $18.00 $140.00 $116.00 $2,350.00 $1,000.00 $8.50 $13.00 $20.00 $165.00 $145.00

MATE

MATER $54.50 $260.00 $420.00 $8.50 $8.00 $6.00 $11.00 $26.00 $30.00 $10.50 $20.00 $72.00 $120.00 $175.00 $4.00 $4.00 $9.00 $12.00 $25.50 $12.50

MATERI

HOJA DE MATERIALES SANTANDREU EL JAGUAR SILVA $36.21 $0.00 $0.00 $156.58 $174.00 $0.00 $361.50 $391.00 $0.00 $87.69 $106.00 $0.00 $112.93 $120.00 $0.00 $14.07 $19.50 $0.00 $0.00 $146.00 $0.00 $93.78 $118.00 $0.00 $3,000.00 $2,600.00 $0.00 $2,037.50 $1,300.00 $0.00 $7.18 $6.20 $0.00 MATERIAL ELECTRICO $9.83 $0.00 $9.09 $98.23 $0.00 $14.44 $0.00 $9.75 $315.90 $320.00 $312.10 $263.25 $0.00 $260.09 $539.69 $0.00 $509.80 $379.59 $0.00 $358.57 $0.00 $0.00 $0.00 $0.00 $0.00 $57.30 MATERIAL HIDRAULICO $92.08 $0.00 $29.84 $221.02 $0.00 $202.32 $0.00 $0.00 $339.00 $6.27 $0.00 $5.93 $0.00 $0.00 $0.00 $4.07 $0.00 $3.87 $0.00 $0.00 $8.14 $18.12 $0.00 $17.16 $0.00 $0.00 $23.00 $9.13 $0.00 $8.65 $0.00 $0.00 $3.86 MATERIALES SANITARTIOS $57.50 $0.00 $54.60 $96.25 $0.00 $91.02 $157.88 $0.00 $140.00 $1.90 $0.00 $1.79 $1.56 $0.00 $1.42 $4.47 $0.00 $4.49 $7.16 $0.00 $6.72 $0.00 $0.00 $0.00 $8.54 $0.00 $7.75

LA CEIBA $2,430.00 $736.00 $0.00 $7,416.00 $30,120.00 $7,598.37 $852.13 $1,067.20 $5,405.00 $2,700.00 $6,131.31 $91.00 $0.00 $20.00 $198.00 $397.30 $0.00 $0.00 $0.00 $0.00 $54.50 $1,368.90 $199.50 $76.50 $96.00 $24.00 $66.00 $26.00 $60.00 $10.50 $0.00 $104.88 $491.00 $516.25 $32.00 $8.00 $27.00 $12.00 $25.50 $0.00

SANTANDREU $1,955.34 $626.32 $0.00 $6,313.68 $28,345.43 $5,939.39 $0.00 $862.78 $6,900.00 $5,501.25 $5,179.15 $68.81 $98.23 $14.44 $379.08 $721.31 $17,858.34 $5,230.75 $0.00 $0.00 $92.08 $1,163.67 $0.00 $56.43 $0.00 $16.28 $0.00 $18.12 $0.00 $9.13 $0.00 $83.76 $393.82 $465.75 $15.20 $3.12 $13.41 $7.16 $0.00 $0.00

EL JAGUAR $0.00 $696.00 $0.00 $7,632.00 $30,120.00 $8,231.57 $888.65 $1,085.60 $5,980.00 $3,510.00 $4,472.25 $0.00 $0.00 $0.00 $384.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00

SILVA $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $63.63 $0.00 $9.75 $374.52 $712.65 $16,869.28 $4,941.09 $0.00 $57.30 $29.84 $1,065.21 $161.03 $53.37 $0.00 $15.48 $48.84 $17.16 $46.00 $8.65 $0.00 $79.53 $372.42 $413.00 $14.32 $2.84 $13.47 $6.72 $0.00 $0.00

PROMEDIO $20.30 $128.65 $294.88 $74.17 $88.23 $12.89 $71.50 $81.95 $1,987.50 $1,084.38 $5.47 $7.98 $49.12 $11.05 $278.25 $167.09 $349.83 $246.05 $0.00 $19.10 $44.11 $170.84 $189.75 $5.18 $2.00 $3.49 $4.79 $15.32 $13.25 $7.07 $5.97 $46.03 $76.82 $118.22 $1.92 $1.75 $4.49 $6.47 $6.38 $7.20

COSTO PROMEDIO $1,096.34 $514.58 $0.00 $5,340.42 $22,146.36 $5,442.33 $435.20 $753.89 $4,571.25 $2,927.81 $3,945.68 $55.86 $49.12 $11.05 $333.90 $457.81 $11,575.87 $3,390.61 $0.00 $19.10 $44.11 $899.45 $90.13 $46.58 $24.00 $13.94 $28.71 $15.32 $26.50 $7.07 $0.00 $67.04 $314.31 $348.75 $15.38 $3.49 $13.47 $6.47 $6.38 $0.00