CCP
VIALIDAD
06 DECOS
32 NOTA INTERNACIONAL
48 NOVEDADES INTERNACIONALES
58 GUIA DE PROVEEDORES
66
NOTICIAS NACIONALES
19 ESPECIAL DE VERANO
36 MURAL DE ARQUITECTOS
50 NOVEDAD EMPRESARIAL
61 ANALISIS DE COSTOS
71
FERIAS & EVENTOS
26 ARQUITECTURA INTERNACIONAL
43 INFORMATICA
52 ARQUITECTURA INTERNACIONAL
64
06
VIALIDAD
INNOVA
TAGUATO
VILUX
14
VIALIDAD
Febrero 2009
NACIONALES
19
22
NACIONALES
Febrero 2009
AMALGAMA
26
FERIAS & EVENTOS
Febrero 2009
28
FERIAS & EVENTOS
Febrero 2009
30
FERIAS & EVENTOS
Febrero 2009
DECOS
33
Febrero 2009
34
DECOS
Febrero 2009
36
ESPECIAL DE VERANO: PISCINAS
Febrero 2009
40
ESPECIAL DE VERANO: JARDINES
Febrero 2009
ARQUITECTURA INTERNACIONAL
43
Febrero 2009
44
ARQUITECTURA INTERNACIONAL
Febrero 2009
ARQUITECTURA INTERNACIONAL
45
Febrero 2009
46
ARQUITECTURA INTERNACIONAL
Febrero 2009
48
NOTA INTERNACIONAL
Febrero 2009
NOTA INTERNACIONAL
49
Febrero 2009
50
MURAL DE ARQUITECTOS
Febrero 2009
MURAL DE ARQUITECTOS
51
52
INFORMATICA
Febrero 2009
54
INFORMATICA
Febrero 2009
INATEC
58
NOVEDADES INTERNACIONALES
Febrero 2009
NOVEDADES INTERNACIONALES
59
NOVEDAD EMPRESARIAL
61
Febrero 2009
62
NOVEDAD EMPRESARIAL
Febrero 2009
64
ARQUITECTURA INTERNACIONAL
Febrero 2009
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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94,3 96,2 103,8 97,5 100,0
97,4 97,7 98,6 99,7 100,0
98,0 98,3 99,2 99,5 100,0
98,6 98,7 99,3 99,6 100,0
97,8 98,0 98,5 98,9 100,0
99,0 99,2 99,5 99,9 100,0
97,0 96,7 98,1 99,8 100,0
90,6 90,6 100,0 100,0 100,0
100,0 99,9 100,0 99,9 100,0
100,0 100,0 100,0 100,0 100,0
97,7 98,7 99,2 99,9 100,0
97,8 98,2 98,6 99,4 100,0
96,5 97,4 101,0 98,7 100,0
ENE FEB MAR ABR MAY JUN JUL AGO S EP OCT NOV DIC
103,4 104,9 106,1 107,7 106,4 108,6 109,3 110,3 108,7 106,2 105,9 107,5
100,3 100,5 100,3 100,4 101,0 102,0 105,1 105,6 105,7 105,4 106,2 107,6
100,2 100,2 100,4 100,7 100,5 100,7 100,9 101,1 101,2 102,0 102,8 103,3
100,3 101,2 101,8 102,6 103,9 105,3 106,8 107,8 107,8 107,7 107,3 106,3
101,3 102,4 102,9 103,1 103,4 104,2 104,3 105,1 105,3 108,5 110,2 111,0
100,4 100,5 101,0 102,2 103,0 103,2 103,3 103,5 103,9 103,9 103,9 104,2
100,9 104,3 103,9 103,9 104,3 105,2 105,2 105,6 106,0 110,3 111,6 110,7
99,7 98,4 97,3 97,1 95,9 95,1 92,9 92,0 88,7 91,0 90,3 91,5
102,2 102,0 101,8 101,2 100,9 102,3 102,0 102,0 103,6 105,4 105,7 107,2
100,1 101,3 106,3 107,0 107,0 107,0 107,4 107,4 107,4 107,4 107,4 107,4
100,9 101,9 102,7 105,2 106,5 107,3 109,1 110,2 110,9 111,9 112,3 113,0
101,4 101,9 102,2 102,7 103,2 103,8 103,9 104,3 105,1 105,6 106,6 107,3
101,6 102,9 103,6 104,4 104,2 105,4 105,9 106,5 106,2 106,5 106,9 107,5
Fuente: Banco Central del Paraguay
71
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02'(/2 PRECIO ACTUAL
GS 7.745.706 GS 44.185.173 GS 97.911.255 GS 24.110.617 GS 74.757.128 GS 16.939.954 GS 31.028.645 GS 911.623 GS 19.422.604 GS 23.810.311 GS 10.646.250 GS 44.036.363 GS 2.189.869 GS 4.532.656 GS 10.525.535 GS 412.753.689 SUPERFICIE CUBIERTA DEL MODELO 1 0(7526 &8$'5$'26
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INDICES
3,829 6,858 5,432 4,590 5,573 6,938 4,482 3,049 4,442 4,514 3,143 6,595 4,333 5,695 7,787
GASTOS GENERALES/BENEFICIO/OTROS 5,348 GS 185.739.160 PAGOS DEL COMITENTE GS 61.617.322 5,365 &2672 727$/ '( /$ 2%5$ OODYH HQ PDQR
GS 660.110.170 &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 $681&,21 1RWD 9HU UHIHUHQFLDV HQ &26726 QUR 2&78%5(
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GS 480.000 GS 36.947.897 GS 48.060.432 GS 15.587.346 GS 5.232.680 GS 3.643.537 GS 1.266.828 GS 4.735.694 GS 8.002.139 GS 24.720.000 GS 1.932.795 GS SUP. CUBIERTA MODELO 2 0(7526 &8$'5$'26
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GASTOS GENERALES/BENEFICIO/OTROS PAGOS DEL COMITENTE &2672 727$/ '( /$ 2%5$ OODYH HQ PDQR
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PRECIO ACTUAL
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1,214 1,599 1,761 1,359 1,347 1,450 1,247 1,259 1,512 1,657 1,588
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37.652.337 17.457.406
GS 205.719.092 SUP. CUBIERTA MODELO 3 0(7526 &8$'5$'26
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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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&203257$0,(172 '( /$6 $5(1$6 &(0(17$'$6 '( $681&,ร 1 %(+$9,25 2) $681&,ร 1ยถ6 &(0(17(' 6$1'6
-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
5.5
Influencia del Factor Escala
Se realizaron ensayos in-situ con zapatas de distintos diรกmetros para ver si el factor escala ejerce alguna influencia en la resistencia y deformaciรณn de estos suelos arenosos cementados. Estos ensayos fueron realizados bajo condiciones similares de humedad para asรญ descartar en gran medida la influencia del grado de humedad en la resistencia y deformaciรณn. En la Figura 12 se observan las curvas para los ensayos mencionados mรกs arriba. Se comparan ensayos con zapatas de 4.4, 7.5, 10 y 15 cm de diรกmetro, con รกreas
de 15.2, 44.1, 78.5 y 176.6 cm2 respectivamente. Se observa en las curvas que hasta un nivel de presiรณn de alrededor de 65 kg/cm2 existe una mayor deformaciรณn del suelo para un nivel de presiรณn determinado. Esta deformaciรณn inicial mayor puede deberse al reacomodamiento de los granos de arena que se produce al inicio de la carga, como fue observado por Dobereiner (Dobereiner, 1987). Se observa tambiรฉn que estas deformaciones iniciales son mayores a medida que el diรกmetro de la zapata de ensayo 105
es de mayor tamaño. Esto pudiese deberse a que en el lugar de trabajo la humedad del suelo se incrementa con la profundidad, y como el bulbo de presiones tiende a llegar a zonas más profundas para áreas de apoyo mayores, se produce de esta manera una mayor deformación de las capas de suelo más profundas. Figura 12. Curvas tensión-deformación para distintas zapatas
Llegado a un cierto nivel de tensiones, encontrándose en estos suelos este nivel en un valor de 65 kg/cm 2 aproximadamente, se aprecia un incremento en la resistencia de estos suelos, reflejado por el brusco cambio de pendiente, siendo las pendientes de las curvas similares para los distintos tamaños de zapatas. Este incremento de resistencia posiblemente sea el reflejo del fin del reacomodamiento de los granos, y la predominancia de la resistencia por la trabazón y fricción de las mismas. 5.6
Figura 12. Curvas tensión-deformación para distintas zapatas
Modos de Falla
Figura 13. Cono y superficie de falla
El incremento de la carga transmitida al suelo a través de la zapata va acompañado por un aumento del asentamiento del suelo por debajo de ésta, llegando posteriormente a producir una rotura o corte del suelo alrededor del perímetro de la zapata. Se genera un cono de suelo inmediatamente por debajo de la zapata como se muestra con la letra a en la Figura 12, el cual fuerza el suelo tanto para abajo como lateralmente (b en la Figura 12). Para el análisis se han considerado varias circunferencias concéntricas a la zapata. El empuje lateral desplaza estas circunferencias fuera de su posición inicial, produciendo un elongamiento en ellas, generando tensiones de tracción y produciendo fisuras radiales. Cuando se alcanza la máxima carga que el suelo puede resistir, se genera una falla general por corte repentina en el suelo y la zona de falla se extiende hasta la superficie del terreno (c en Figura 13 y Figura 14). En los ensayos donde el suelo presentaba un porcentaje de humedad mayor, se produjeron fallas locales por corte y fisuras radiales, en las que las fallas no se extendieron hasta la superficie del terreno. Figura 14. Falla general por corte
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