Edicion 160 Enero/2009

CCP

06

VIALIDAD

Enero 2009

NOTICIAS NACIONALES

07

Enero 2009

NOTICIAS NACIONALES

09

TAGUATO

VILUX

14

INGENIERIA INTERNACIONAL

Enero 2009

18

INGENIERIA INTERNACONAL

Enero 2009

22

NOTA INTERNACIONAL

AMALGAMA

26

NOTA INTERNACIONAL

Enero 2009

28

NOTA INTERNACONAL

Enero 2009

30

FERIAS & EVENTOS

FERIAS & EVENTOS

31

Enero 2009

Enero 2009

DECOS

33

34

DECOS

Enero 2009

36

ESPECIAL DE VERANO: PISCINAS

Enero 2009

40

ESPECIAL DE VERANO: JARDINES

Enero 2009

42

ARQUITECTURA INTERNACIONAL

Enero 2009

ARQUITECTURA INTERNACIONAL

43

Enero 2009

44

ARQUITECTURA INTERNACIONAL

Enero 2009

NOTA TECNICA

45

Enero 2009

46

NOTA TECNICA

Enero 2009

48

Enero 2009

NOVEDADES INTERNACIONALES

NOVEDADES INTERNACIONALES

49

50

MURAL DE ARQUITECTOS

Enero 2009

MURAL DE ARQUITECTOS

51

52

NOTICIAS INTERNACIONALES

Enero 2009

54

NOTA TECNICA NACIONAL

Enero 2009

NOTA TECNICA NACIONAL

55

Enero 2009

56

NOTA TECNICA

Enero 2009

NOVEDAD EMPRESARIAL

61

Enero 2009

62

NOVEDADES NACIONALES

Enero 2009

64

INFORMATICA

INDICE - ANĂ LISIS DE COSTOS Modelo 1 Modelo 2 Rubros Rubros Aberturas Aislaciones Cielorrasos Cimientos Ensayo de suelo Contra piso Estructuras InstalaciĂłn ElĂŠctrica InstalaciĂłn Sanitaria Juntas de DilataciĂłn MamposterĂ­a MĂĄrmol MĂłv. De Suelo Pinturas Pisos Revestimientos Revoques Techos Vidrios ZĂłcalos Honorario Profesional Registro de Lluvia Inmobiliarios Precios de Mano de Obra Precios de Matriales InformaciĂłn

Precio M2 cubierto vivienda Precio M2 cubierto vivienda Secuenciales resumidos Desglosados CarpinterĂ­a de aluminio / Hierro / Madera / PVC AcĂşstica / HidrĂłfuga / Barra TĂŠrmica Aplicados / Armados / Molduras Piedras / CiclĂłpeo Sondeo / Informe HormigĂłn Pobre / Armado HÂş Arm. / Metal / Pre-moldeado / Bovedillas / Madera InstalaciĂłn segĂşn normas InstalaciĂłn de BaĂąo / Cocina / Lavadero / Piscina / Artesiano Masillas / Mastic AlbaĂąilerĂ­a / Ladrillos / ComĂşn / Hueco / Bloque / Piedra / Vidrio Granitos / Porcellanato ExcavaciĂłn / Desmonte / Relleno / Equipos / Estabilizadores Muro / Cielorraso / Abertura / Canaleta / Enduido / Papel Alfombra / Calcareo / Canto RÂş / Cemento / CerĂĄmico / Granitico Azulejos / CerĂĄmicos / Piedra / PlĂĄsticos / Accesorios Muros / Cielorraso / Varios Chapa metal / Fibrocem / Fibra vidrio vegetal / Paja / Teja Cristales / Espejos / Templados / Vidrios Alfombra / CalcĂĄreo / GranĂ­tico / Layota / Madera AsunciĂłn / Ciudad del Este AsunciĂłn / Gran AsunciĂłn AsunciĂłn / Gran AsunciĂłn / Ciudad del Este

66 67 68 74 74 75 75 76 76 76 76 77 77 79 79 80 80 80 81 82 82 83 83 84 84 84 85 87 91 99

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87,9 94,3 96,2 103,8 97,5 100,0

97,0 97,4 97,7 98,6 99,7 100,0

97,9 98,0 98,3 99,2 99,5 100,0

97,5 98,6 98,7 99,3 99,6 100,0

97,5 97,8 98,0 98,5 98,9 100,0

97,8 99,0 99,2 99,5 99,9 100,0

96,9 97,0 96,7 98,1 99,8 100,0

74,6 90,6 90,6 100,0 100,0 100,0

99,9 100,0 99,9 100,0 99,9 100,0

100,0 100,0 100,0 100,0 100,0 100,0

96,8 97,7 98,7 99,2 99,9 100,0

96,8 97,8 98,2 98,6 99,4 100,0

93,3 96,5 97,4 101,0 98,7 100,0

ENE FEB MAR ABR MAY JUN JUL AGO S EP OCT NOV

103,4 104,9 106,1 107,7 106,4 108,6 109,3 110,3 108,7 106,2 105,9

100,3 100,5 100,3 100,4 101,0 102,0 105,1 105,6 105,7 105,4 106,2

100,2 100,2 100,4 100,7 100,5 100,7 100,9 101,1 101,2 102,0 102,8

100,3 101,2 101,8 102,6 103,9 105,3 106,8 107,8 107,8 107,7 107,3

101,3 102,4 102,9 103,1 103,4 104,2 104,3 105,1 105,3 108,5 110,2

100,4 100,5 101,0 102,2 103,0 103,2 103,3 103,5 103,9 103,9 103,9

100,9 104,3 103,9 103,9 104,3 105,2 105,2 105,6 106,0 110,3 111,6

99,7 98,4 97,3 97,1 95,9 95,1 92,9 92,0 88,7 91,0 90,3

102,2 102,0 101,8 101,2 100,9 102,3 102,0 102,0 103,6 105,4 105,7

100,1 101,3 106,3 107,0 107,0 107,0 107,4 107,4 107,4 107,4 107,4

100,9 101,9 102,7 105,2 106,5 107,3 109,1 110,2 110,9 111,9 112,3

101,4 101,9 102,2 102,7 103,2 103,8 103,9 104,3 105,1 105,6 106,6

101,6 102,9 103,6 104,4 104,2 105,4 105,9 106,5 106,2 106,5 106,9

Fuente: Banco Central del Paraguay

71

MODELO 1 Metro Cuadrado Cubierto

9,9,(1'$ 81,)$0,/,$5

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TRABAJOS PREVIOS ESTRUCTURA RESISTENTE ALBAร ILERIA REVOQUES CARPINTERIA DE MADERA Y METAL INSTALACION ELECTRICA/BAJA TENSION INSTALACION SANITARIA/PLUVIAL MARMOLES/GRANITOS PINTURA PISOS REVESTIMIENTOS Y ACCESORIOS TECHOS VIDRIOS Y ESPEJOS ZOCALOS OBRAS VARIAS &2672 727$/ '( /$ &216758&&,21 COSTO DEL M2 CUBIERTO EN ASUNCION sin considerar los Gastos del comitente, gastos generales, ni beneficios empresariales

02'(/2 PRECIO ACTUAL

GS 7.745.706 GS 44.185.173 GS 97.911.255 GS 24.110.617 GS 74.578.928 GS 16.939.954 GS 31.023.583 GS 911.623 GS 19.237.892 GS 23.368.049 GS 10.334.617 GS 43.586.351 GS 2.084.282 GS 4.532.656 GS 10.513.793 GS 411.064.479 SUPERFICIE CUBIERTA DEL MODELO 1 0(7526 &8$'5$'26

*6 0

INDICES

3,829 6,858 5,432 4,590 5,560 6,938 4,481 3,049 4,400 4,430 3,051 6,528 4,124 5,695 7,778

GASTOS GENERALES/BENEFICIO/OTROS 5,326 GS 184.979.015 PAGOS DEL COMITENTE GS 61.409.947 5,347 &2672 727$/ '( /$ 2%5$ OODYH HQ PDQR

GS 657.453.441 &216,'(5$&,21(6 Terreno nivelado poco relleno de tierra. Proyecto+direcciรณn de obra a cargo de un arquitecto (con honorarios mรญnimos segรบn arancel APAR) Ejecuciรณn de obra: empresa constructora mediana. Forma de contrataciรณn: por ajuste alzado riguroso con reconocimiento de mayores costos.

(Se entiende que el presupuesto es el bรกsico de contrataciรณn) Todos los rubros de la obra son contratados por la misma Empresa.

Se supone un adelanto por acopio del 20% Se consideran: Agua corriente, Desague cloacal, Linea de electricidad y Empedrado al frente.

Se excluyen: Costo del Terreno, Estudio de suelo, Piscina, Filtro, Artefactos de iluminaciรณn 9$/25 '(/ 0(752 &8$'5$'2 &8%,(572 (1 $681&,21 1RWD 9HU UHIHUHQFLDV HQ &26726 QUR 2&78%5(

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72

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VARIACION DESDE OCT/1990

MODELO 2 Metro Cuadrado Cubierto

02'(/2 $

7,1*/$'2 3$5$ '(326,72

127$ /26 &26726 '( 0$7(5,$/(6 ,1&/8<(1 (/ ,038(672 $/ 9$/25 $*5(*$'2 ,9$

TRABAJOS PREVIOS EXCAVACION - ESTRUCTURA RESISTENTE ALBAÃ&#x2018;ILERIA REVOQUES CARPINTERIA DE MADERA Y METAL INSTALACION ELECTRICA INSTALACION SANITARIA/PLUVIAL PINTURA PISOS TECHOS OBRAS VARIAS &2672 727$/ '( /$ &216758&&,21

GS 480.000 GS 36.947.897 GS 48.060.432 GS 15.587.346 GS 5.232.680 GS 3.643.537 GS 1.266.828 GS 4.725.444 GS 8.002.139 GS 24.720.000 GS 1.932.662

GS SUP. CUBIERTA MODELO 2 0(7526 &8$'5$'26

COSTO DEL M2 CUBIERTO EN ASUNCION sin considerar los Gastos del comitente, gastos generales, ni beneficios empresariales

*6 0

GASTOS GENERALES/BENEFICIO/OTROS PAGOS DEL COMITENTE &2672 727$/ '( /$ 2%5$ OODYH HQ PDQR

VALOR DEL METRO CUADRADO CUBIERTO EN ASUNCION

&,(55( '( (67$ (',&,21

PRECIO ACTUAL

&RWL]DFLyQ GyODU YHQWD DO FLHUUH GH HGLFLyQ DO

1,214 1,599 1,761 1,359 1,347 1,450 1,247 1,257 1,512 1,657 1,588

GS GS

INDICES

37.649.741 17.456.747

GS 205.705.454 SUP. CUBIERTA MODELO 2 0(7526 &8$'5$'26

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1,588 1,543 INDICE DE VARIACION DESDE nov-03

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Mediciones e informes

De S istemas de tierra GS /GL

De la inst. electr. Monofรกs GS /GL

De la inst. elรฉctr. T rifรกsica GS /GL Correcciรณn del factor de Potencia desde 30 Kvar

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Venezuela entre San Salvador y Teniente Bosch Venezuela e/Sto. Gauto y Boettner h/ Sacramento Venezuela e/San Salvador y Artigas hasta Sacramento De Celsa Speratti a E.Ayala e/Kubitschek y Gral.Santos

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ZONA COMPRENDIDA Sobre Av. San Blas, Mons. Rodriguez y C.A. LĂłpez Sobre Camilo Recalde Sobre Rgto Sauce Sobre Arroyo Acaray-mi hasta Rio ParanĂĄ Super Carretera y Arroyo Acaray-mi Hasta Rio Acaray -Calle N. Arguello Rgto. Sauce y Rio Acaray hasta Rio ParanĂĄ Av. MonseĂąor Rodriguez y Av. AdriĂĄn Jara Av. Alejo GarcĂ­a y Rio ParanĂĄ Av. Gral. Garay y Domingo Robledo Av. CircunvalaciĂłn del lago Av. Bernardino Caballero Av. Del Lago hasta Bernardino Caballero entre E. A. Garay y Consejal Romero A. del Lago hasta Av. Itaipu entre Arroyo Amambay y Av. Los Yerbales Sobre Super Carretera Av. Del Lago hasta Super Carretera entre Los Yerbales y Ruta 7 Av. E. A. Garay y HumaitĂĄ entre Av. Gral B. Caballero y R. de Francia Sobre Av. Campo VĂ­a Sobre Av. Choferes del Chaco Sobre Super Carretera Av. La Guarania entre Arroyo Amambay y Av. Ă&#x2018;anduti Ruta 7 entre Arguello y Gral. P. Escobar Sobre Ruta Internacional Sobre Av. Primer IntendĂŠnte Sobre Super Carretera Zonas IntermĂŠdias Sobre Av.Cap. del Puerto Sobre Av. Bernardino Caballero Zonas IntermĂŠdias Av. Gral. Garay y Tte. Almada entre Av. B. Caballero y Choferes del Chaco Sobre Enfermeras del Chaco Zonas IntermĂŠdias Sobre Av. B. Caballero Zonas IntermĂŠdias de Av. B. Caballero al Rio ParanĂĄ Sobre Av. B. Caballero Zonas IntermĂŠdias Sobre Super Carretera Villa Bancaria Zonas IntermĂŠdias Sobre Super Carretera Resto del barrio Sobre doble avenida Resto del barrio Franja de 1 km que se extiende paralela a la ruta 7 sin considerar lotes sobre rutas Sobre doble avenida. Ciudad Nueva Resto del Barrio Franja de 1 km paralela a la ruta 7 (ambos lados) sin considerar lotes sobre ruta Sin considerar lontes sobre ruta 7 A partir del km 4 hasta km 13

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- Los precios publicados reflejan valores mínimo y máximo ofertados en el mercado de Asunción y Gran Asunción entre varios subcontratistas consultados. Se trata de trabajadores independientes con herramientas propias que,a su vez, contratan ayudantes y oficiales para quienes (en la mayoría de los casos) realizan aportes según ley en forma ocasional. La ponderación del precio adecuado dependerá en cada caso particular de la calidad del trabajo, el equipamiento para realizarlo, el rendimiento, las cargas sociales y el riesgo asumido.

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-XDQ &DUORV $QGUDGD %DXPDQQ 5REHUWR $QGUDGD %DXPDQQ ,QJ 0VF 1RUPD &DQWHUR ,QJ 0VF 0LJXHO $QGUDGD Facultad de Ciencias y Tecnologรญa, Universidad Catรณlica โ Nuestra Seรฑora de la Asunciรณnโ Tte. Cataluppi y G. Molinas, Asunciรณn, Paraguay Telรฉfono: 595 21 334650 Fax: 595 21 311820 e-mail: jcandrada@gmail.com e-mail: roberandrada@gmail.com e-mail: ncantero@uca.edu.py e-mail: maac@pla.net.py

El mรฉtodo utilizado para la obtenciรณn del mรณdulo de elasticidad fue el de trazar una tangente a la curva en el punto equivalente al 50% de la tensiรณn de rotura del suelo en la curva de tensiรณn-deformaciรณn. En los ensayos insitu se aprecia una tendencia a disminuir el valor del mรณdulo de elasticidad a medida que aumenta el grado de humedad como se observa en la Figura 8, lo que significa que a mayor porcentaje de humedad hay mayores deformaciones.

105

Figura 8. Módulo de Elasticidad vs. Humedad (in-situ) Figura 9. Módulo de Elasticidad vs. Humedad (laboratorio)

Para los ensayos de compresión no confinada en laboratorio, la correlación obtenida entre el módulo de elasticidad y el porcentaje de humedad fue muy buena, notándose un notable ajuste de la curva a los valores obtenidos del módulo de elasticidad para los diferentes porcentajes de humedad, como se observa en la Figura 9.

5.3

Módulo de Poisson y Módulo de Rigidez

El módulo de Poisson, υ, es una propiedad ingenieril muy importante ya que es una medida de la deformación lateral con respecto a la deformación longitudinal bajo cargas axiales.

El módulo de Poisson fue determinado para un ensayo en el laboratorio, obteniendo un valor de 0.20. Los valores típicos para areniscas varían entre 0.02 y 0.51, siendo 0.15 el valor más usual (Franklin & Dusseault, 1989).

El módulo de Rigidez, G, es la razón entre la tensión de corte aplicado a un cuerpo y su deformación específica.

Para el mismo ensayo fue determinado el valor del módulo de Rigidez utilizando la siguiente fórmula [Ec. 01]

5.4

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Influencia del incremento del confinamiento

Figura 10. Curvas tensión-deformación para diferentes humedades y confinamiento

Ensayos in-situ simulando un confinamiento equivalente a 1 m de profundidad del mismo suelo fueron realizados en el lugar de trabajo. Estos fueron comparados con otros ensayos in-situ superficiales con porcentajes de humedad similares para conocer la influencia del confinamiento en la resistencia y deformaciones.

Las curvas de los ensayos con y sin este confinamiento pueden observarse en la Figura 10, notándose claramente la mayor resistencia alcanzada en los ensayos con el confinamiento correspondiente a 1 m. Los pares de colores en esta figura equivalen a ensayos con características similares de humedad.

Figura 11. Resistencia última vs. Humedad para confinamiento de 1 m y superficial

Comparando el incremento de resistencia debido al confinamiento con el porcentaje de humedad, como se observa en la Figura 11, se observa que independientemente del porcentaje de humedad del suelo ensayado, el incremento de resistencia en ensayos con porcentajes de humedad similares se mantiene alrededor de un mismo valor, siendo este del orden del 30%.

CONTINUA EN EDICIÓN Nº 161 106