Edicion 162 Marzo/2009

CCP

VIALIDAD

06 NOTA INTERNACIONAL

21 ESPECIAL DE VERANO

36 NOTA NACIONAL

52 NOTA TECNICA NACIONAL

64

NOTICIAS NACIONALES

10 FERIAS & EVENTOS

28 ARQUITECTURA INTERNACIONAL

42 TECNOLOGIA

58 GUIA DE PROVEEDORES

66

NOTICIA INTERNACIONAL

17 DECOS

33 MURAL DE ARQUITECTOS

50 INFORMATICA

60 ANALISIS DE COSTOS

71

06

VIALIDAD

Marzo 2009

VIALIDAD

09

Marzo 2009

10

NOTICIAS NACIONALES

Marzo 2009

VILUX

14

NOTICIAS NACIONALES

Marzo 2009

BH

NOTICIAS INTERNACIONAL

17

Marzo 2009

ACOMAR

NOTA INTERNACIONAL

21

Marzo 2009

22

NOTA INTERNACIONAL

Marzo 2009

INPACO

AMALGAMA

28

FERIAS & EVENTOS

Marzo 2009

FERIAS & EVENTOS

29

Marzo 2009

30

FERIAS & EVENTOS

DECOS

33

34

DECOS

Marzo 2009

AMALGAMA

36

ESPECIAL DE VERANO: PISCINAS

Marzo 2009

40

ESPECIAL DE VERANO: JARDINES

Marzo 2009

42

ARQUITECTURA INTERNACIONAL

Marzo 2009

ARQUITECTURA INTERNACIONAL

43

Marzo 2009

44

ARQUITECTURA INTERNACIONAL

Marzo 2009

ARQUITECTURA INTERNACIONAL

45

Marzo 2009

46

ARQUITECTURA INTERNACIONAL

Marzo 2009

48

Marzo 2009

ARQUITECTURA INTERNACIONAL

50

MURAL DE ARQUITECTOS

Marzo 2009

MURAL DE ARQUITECTOS

51

NOTA NACIONAL

53

Marzo 2009

54

NOTA TECNICA INTERNACIONAL

Marzo 2009

NOTA TECNICA INTERNACIONAL

55

Marzo 2009

INATEC

58

TECNOLOGIA

TECNOLOGIA

59

60

INFORMATICA

Marzo 2009

INFORMATICA

61

Marzo 2009

62

INFORMATICA

Marzo 2009

64

NOTA TECNICA NACIONAL

Marzo 2009

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Aditivos para la Construcciรณn

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THERMO - STOP

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INELEC S. A.

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INATEC

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OTIS ELEVADORES

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VENTANAS, PUERTAS Y ABERTURAS DE PVC

IRIMAQ S.A.

IMPORT MUEBLES

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ER CONSTRUCCIONES Alquiler de maquinarias pesadas, Ejecucion de obras civiles - Av. La Victoria c/ Fdo. de la Mora 7HO )D[ HSLIDQLRBURPHUR#KRWPDLO FRP

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Aberturas

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66 GUIA DE PROVEEDORES

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PLASTIMET S.A.

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AMALGAMA S.A.

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DEMAFIN - Dep. de Mat. y Afines

Jardines y Paisajismo

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CONSTRUCCIONES

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TODOTRANSMISION S.A.

CONSIL CONSTRUCTORA

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ESTRUCTURAS S.A.

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BRASIL DECORACIONES

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68 GUIA DE PROVEEDORES

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CHACORE S.A. PINTURAS

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INNOVA

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SERVIMATIC

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ACQUARAMA

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CONSTRUCTORA HEISECKE S. A.

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CONPAR S.A.

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MAPRE S.A.

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OSVALDO DIAZ CONSTRUCCIONES

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GUIA DE PROVEEDORES

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AMALGAMA S.A.

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METALURGICA AMARILLA

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70 GUIA DE PROVEEDORES

TODOTRANSMISION S.A.

HT TINGLADOS

VIMA IMPORTACIONES S.R.L.

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Saunas

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INDICE - ANĂ LISIS DE COSTOS Precio M2 cubierto vivienda 72 Precio M2 cubierto vivienda 73 Precio M2 cubierto vivienda 76 Secuenciales resumidos 77 Desglosados 83 CarpinterĂ­a de aluminio / Hierro / Madera / PVC 83 AcĂşstica / HidrĂłfuga / Barra TĂŠrmica 84 Aplicados / Armados / Molduras 84 Piedras / CiclĂłpeo 85 Sondeo / Informe 85 HormigĂłn Pobre / Armado 85 HÂş Arm. / Metal / Pre-moldeado / Bovedillas / Madera 85 InstalaciĂłn segĂşn normas 86 InstalaciĂłn de BaĂąo / Cocina / Lavadero / Piscina / Artesiano 86 Masillas / Mastic 87 AlbaĂąilerĂ­a / Ladrillos / ComĂşn / Hueco / Bloque / Piedra / Vidrio 87 Granitos / Porcellanato 88 ExcavaciĂłn / Desmonte / Relleno / Equipos / Estabilizadores 88 Muro / Cielorraso / Abertura / Canaleta / Enduido / Papel 88 Alfombra / Calcareo / Canto RÂş / Cemento / CerĂĄmico / Granitico90 Azulejos / CerĂĄmicos / Piedra / PlĂĄsticos / Accesorios 91 Muros / Cielorraso / Varios 91 Chapa metal / Fibrocem / Fibra vidrio vegetal / Paja / Teja 92 Cristales / Espejos / Templados / Vidrios 92 Alfombra / CalcĂĄreo / GranĂ­tico / Layota / Madera 93 93 93 AsunciĂłn / Ciudad del Este 94 AsunciĂłn / Gran AsunciĂłn 96 AsunciĂłn / Gran AsunciĂłn / Ciudad del Este 100 108

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02'(/2 PRECIO ACTUAL

GS 163.000 GS 338.400 GS 12.516.444 GS 4.033.217 GS 4.981.870 GS 2.505.888 GS 5.668.807 GS 1.501.646 GS 1.734.597 GS 9.352.806 GS 350.005 GS 815.690 GS 439.624 GS 44.401.994 CUBIERTA DEL MODELO 2 0(7526 &8$'5$'26

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… Agua corriente, Desague cloacal, Linea de electricidad y Empedrado al frente. … Terreno nivelado con poco relleno de tierra. … Proyecto, dirección de obra y administración a cargo de un profesional arquitecto. … Ejecución de obra: x administración

1

REPLANTEO Y NIVELACIÓN

m²

44,00

2.000

88.000

2

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m3

10,25

266.617

2.732.821

3

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m²

17,80

85.805

1.527.329

4 5 6

ENVARILLADO DE MAMP. DE NIVELACIÓN RELLENO Y COMPACTACIÓN, h. prom. 0,45m AISLACIÓN HORIZONTAL Y VERTICAL DE MURO

ml m3 ml

39,50 14,10 35,15

11.024 24.000 13.175

435.448 338.400 463.101

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m²

117,44

48.505

5.696.427

8

ENVARILLADO DE MUROS A ALTURA DE ANTEPECHO

m²

5,40

11.024

59.530

9

ENVARILLADO DE MUROS EN ASIENTO DE TIRANTES Y VIGA

ml

44,15

11.024

486.710

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ml

12,70

11.024

140.005

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m²

53,15

175.970

9.352.806

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1,00

66.300

66.300

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m²

17,80

30.144

536.558

14 REVOQUE INTERIOR (completo)

m²

95,54

12.940

1.236.268

15 16 17 18 19 20 21 22 23 24 25 26 27 28

REVOQUE EXTERIOR C/ HIDROFUGO REVOQUE SANITARIO (Baño, Cocina, Lavadero) CONTRAPISO CASCOTES e=0.05m( min.).

PISO CERÁMICA NACIONAL 0,20X 0,20 ZOCALO CALCAREO BASE CEMENTO BLANCO PISO CALCÁREO 0,20 X 0,20 rojo ZOCALO CALCÁREO BASE CEMENTO GRIS CARPINTERIA METÁLICA: PUERTAS CHAPA DOBLADA CARPINTERIA METALICA: BALANCINES PINTURA A LA CAL PAREDES INTERIOR y EXTERIOR PINTURA AL LÁTEX PARED EXTERIOR PINTURA DE ABERTURAS METÁLICAS PINTURA SINTÉTICA REVOQUE SANITARIO VIDRIOS INGLES BLANCO

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94,60 12,12 40,48 39,88 39,40 3,05 6,00 8,19 3,24 181,00 8,20 21,86 12,00 5,84

19.896 31.207 22.450 40.085 18.050 44.593 17.420 516.930 230.930 4.690 6.935 16.846 18.971 59.932

1.882.162 378.229 908.773 1.598.590 711.170 136.007 104.520 4.233.657 748.213 848.890 56.867 368.243 227.646 350.005

29

DESAGUE CLOACAL EXTERIOR (C.I, DESENGR. Y C.SEPTICA, POZO ABSORBENTE, CAÑERÍAS)

Gl

1,00

1.861.815

1.861.815

30

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1,00

3.806.992

3.806.992

31 INSTALACION ELECTRICA: Cableado, llaves y tomas

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14,00

59.664

835.296

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Bc

4,00

59.664

238.656

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Bc

6,00

59.664

357.984

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3,00 15,00 1,00 1,00

59.664 59.664 75.000 439.624

178.992 894.960 75.000 439.624

INSTALACION ELECTRICA: Ducha eléctrica (ducto y caja) INSTALACION ELECTRICA: Pilastra de ANDE P/ medidor CARTEL DE OBRA 1,00X1,50 LIMPIEZA FINAL DE OBRA

administracion de obra 15%

6.660.299

44,00

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GS 480.000 GS 36.148.205 GS 49.028.037 GS 16.001.202 GS 5.528.486 GS 3.464.884 GS 1.352.122 GS 4.801.694 GS 8.068.458 GS 24.720.000 GS 1.944.710

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

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0$7 0'2

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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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HERNANDARIAS 26 ParanĂĄ Country Club

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Zona comercial Lotes internos c/pavimento Lotes internos s/pavimento Lotes s/campos de golf Lotes s/RĂ­o ParanĂĄ

ÂĄSuscrĂ­base!

A 12 ediciones por 350.000 Gs. en Gran AsunciĂłn y 400.000 Gs. para el Interior Tte. Ruiz 984 c/Gral. Santos Tel: 201 901/220 337 - Cel. 0971 322 220 suscripciones@costos.com.py 95

PRECIOS DE MANO DE OBRA

- 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

108

V H

V H

. Representan una gran ventaja respecto a los equipos compuestos por gatos hidráulicos, tanto en el orden técnico, económico, como en el tiempo destinado para los ensayos.

• Se propone con este trabajo, ciertos procedimientos recomendados a seguir para la realización de los ensayos de campo en las arenas cementadas con el equipo diseñado o con equipos cuyo sistema de aplicación de carga y funcionamiento sean similares al propuesto aquí.

• Se logró diseñar un equipo y un procedimiento exitosos para la rápida extracción de testigos cilíndricos para ensayos de laboratorio.

AGRADECIMIENTOS A nuestro Asesor de Tesis y padre, Ing. Miguel Andrada, quien nos brindó su ayuda e invaluable conocimiento para la realización del presente trabajo de Tesis.

A nuestra Asesora de Tesis, Ing. Norma Cantero, por su estímulo constante, aporte y motivación para llevar a buen término este emprendimiento.

Un especial agradecimiento al Ing. Juan José Bosio por aportar su experiencia y conocimiento en el estudio de estos suelos y por poner a nuestra disposición sus trabajos de investigación sobre los mismos.

8.

BIBLIOGRAFÍA

Barton, M. (1993). Cohesive sands: The natural transition from sands to sandstones. (A.Anagnostopoulos, F.Schlosser, N.Kalteziotis, & R.Frank, Eds.) Geotechnical Engineering of Hard Soils - Soft Rocks , 1, 367-374.

Barton, M., Mockett, L., & Palmer, S. (1993). The engineering Geology of Weak Rocks. Rotterdam: Balkema.

Bosio, J. J. (1991). Caracterización de las Areniscas Friables de Asunción Mediante Mediciones de Penetración. (Sociedad Chilena de Geotecnia, Ed.) IX Congreso Paramericano de Suelos e Ingeniería de Fundaciones.

Bosio, J. J. (1997). Identificación de las arenas cementadas y areniscas muy blandas de Asunción y alrededores. (S. P. Geotecnia, Ed.) 1er Copainge , 239-255.

Dass, R.N.; Yen, S.C; Puri, V.K. (1993) Tensile Stress-Stain Behavior of Lightly Cemented Sand. Int. J. Rock Mech. Min Sci & Geomech Abstr. Vol.30, No 7, 711-714 Dobereiner, L. (1987). Geotecnia de Arenitos Brandos. Sao Paulo, Brazil: ABGE. Dobereiner, L., & de Freitas, M. (1986). Geotechnical Properties of Weak Sandstones. Geotechnique 36 .

Franklin, J. A., & Dusseault, M. B. (1989). Rock Engineering. McGraw-Hill.

Holtz, Robert & Kovacs, William. (2003). An Introduction to Geotechnical Engineering. Prentice-Hall Johnson, Robert B & De Graff, Jerome (1988). Principles of Engineering Geology. Willey.

Johnston, I.W; Novello, E.A. (1994). Soil mechanics, rock mechanics and soft rock technology. Proc. Instn Civ. Engrs Geotech. Engng, 3-9 Lapedes, D. (Ed.) (1077). Encyclopedia of the Geological Sciences. McGraw-Hill Leonards, G.A. Foundation Engineering. Chapter 6 Shallow Foundation, pp 538-539 Lugo, L. (1997). Determinación química y mineralogica de las arenas cementadas de Asuncion. 1er Copainge , 296-308.

Mesri, G., Feng, T., & Benak, J. (1990). Postdensification penetration resistance of clean sands. Geotechnical Engineering A.S.C.E. , 116, 1095-1115.

Mitchell, J. (1986). Practical problems from surprising soil behaviour. Geotechnical Engineering A.S.C.E. , 112,259-289.

Novello, I., & Johnston, E. (1993). Soft rocks in the geotechnical spectrum. (A.Anagnostopoulos, F.Schlosser, N.Kalteziotis, & R.Frank, Eds.) Geotechnical Engineering of Hard Soils - Soft Rocks , 1, 177-183.

Palmieri, J. H. (1997). Origen del basamento rocoso del Gran Asunción. (S. P. Geotecnia, Ed.) 1er Copainge , 257-263.

Schmertmann, J. (1991). The mechanical aging of soils. Geotechnical Engineering A.S.C.E. , 117, 1285-1330.

Singh, D.P. (1981). Determination of some engineering properties of weak rocks. Proceedings of the International Symposium on Weak Rock, Tokio, 315-320 Sitar, N. (1983). Slope stability in coarse sediments. (R. Yong, Ed.) Geological Environment and Soil Properties. , 82-98.

Stephenson, L., Plumley, W., & Palciauskas, V. (1992). A model for sandstone compactation by grain interpenetration. Journal of Sedimentary Petrology , 62, 11-22.

Thompson, R.P; Leach, B.A. (1988). The application of the SPT in weak sandstone and mudstone rocks. Penetration testing in the UK. London Waldemar Hachich, F. F. (Ed.). (1998). Fundações. Teoria e prática. Sao Paulo, Brasil: PINI.

109

ESTUDIO ECONÓMICO SOBRE LA UTILIZACIÓN DEL ÁRIDO FINO DE TRITURACIÓN EN LA DOSIFICACIÓN DE HORMIGONES ECONOMIC STUDY ON THE BARREN USE OF THE FINE ONE OF CRUSHING IN THE CONCRETE METERING USE OF FINE GRINDED AGGREGATE. Javier Alejandro Alborno Burgos; Viviana María Elías Alberto; Prof. Ing. Paulo Yugovich Facultad de Ciencias y Tecnología, Universidad Católica «Nuestra Señora de la Asunción» Tte. Cataluppi y G. Molinas, Asunción, Paraguay Teléfono: 595 21 334650 e-mail: javierolimpero@hotmail.com e-mail: elias.vivi@gmail.com e-mail: yugovich@pla.net.py

RESUMEN Nuestro país se ve afectado actualmente en el ámbito de la construcción por diversos factores, uno de ellos es principalmente la escasez y el costo del cemento, principal componente del hormigón y otros materiales utilizados en la construcción, cuyo peso económico es de fundamental implicancia.

A través de esta investigación obtuvimos hormigones de resistencias características mayores a las esperadas con respecto al hormigón testigo, pero con una disminución de costos. En lo concerniente a la absorción comprobamos que con la incorporación del agregado fino de trituración en las distintas dosificaciones se obtuvo un porcentaje menor de absorción en todos los casos con respecto a las dosificaciones testigo. En cuanto a la tensión de rotura, obtuvimos dosificaciones que pueden ser utilizadas para el cálculo de pavimentos además de la disminución de costos en un porcentaje considerable.

Palabras Claves: Hormigón, resistencia a la compresión, árido fino de trituración, resistencia a la flexotracción, economía.

ABSTRACT Our country is affected currently by diverse factors in the scope of construction by diverse factors, one of them is the shortage and cost of cement, main component of concrete and other materials used in the construction field, whose economics weight is of fundamental importance.

We have obtained samples of greater resistance characteristics than the expected ones from the witness concrete, at a lower cost during the course of this investigation. Regarding absorption issues we have proved that incorporation of fine grinded aggregate on different cases related was obtained a lower percentage of to the witness dosages. As for fracture stress we ve obtained dosages that can be used for pavements calculated fields besides decreasing costs in a considerable percentage.

Key Words: Concrete, compression strength, fine grinded aggregate, flexotraction resistance, economics.

CONTINUA EN EDICIÓN Nº 163 110