Proyecto Tecnico 4° Semestre – 2018: PTTE01 – 408

 Área de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

PROYECTO TECNICO PTTE01 – PTTE01 – 408  408 4° Semestre – 2018

Entrega N°1 Cubicaciones “Proyecto 12 Casas”

Asignatura:

Proyecto Técnico

Docente:

Rodrigo Flores Cruz

Integrantes:

Elizabeth Lara Sebastián Sánchez

Sección: Fecha:

PTTE01 - 408 - 408 13/09/2018

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rea de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

1. ÍNDICE 1.

ÍNDICE ................................... .................. ................................... ................................... ................................... ................................... ................................... ................................. ............... 2

2.

INTRODUCCIÓN INTRODU CCIÓN ................................... .................. .................................. ................................... ................................... ................................... .................................... .................. 3

3.

OBJETIVOS OBJETIV OS .................................. ................. .................................. ................................... ................................... ................................... .................................... ........................... ......... 4

4.

MARCO TEÓRICO ................................. ................ .................................. ................................... ................................... .................................. ................................... .................... 5

5.

CAPITULO CAPITUL O I.................................. I................. .................................. ................................... ................................... ................................... .................................... ......................... ....... 11

5.1. 6.

ITEMIZADO CRONOLÓGICO DEL PROYECTO “12 CASAS” ...................................................... CASAS”  ...................................................... 12 CUBICACIÓN CUBICACI ÓN DE OBRAS PRELIMINARES PRELIMINA RES ................................. ............... ................................... .................................. .................................. ................. 13

6.1.

CUBICACIÓN CUBICACIÓ N DE ESCARPE...................... ESCARPE.... ................................... .................................. ................................... .................................... ............................ .......... 13

6.2.

CUBICACIÓN CUBICACIÓ N DE CIERRO PROVISORIO PROVISOR IO................................... ................. ................................... .................................. ............................... .............. 14

6.3.

CUBICACIÓN CUBICACIÓ N DE RETIRO DE EXCECENTES .................................. ................. ................................... ................................... ......................... ........ 15

6.4.

CUBICACIÓN CUBICACIÓ N DE INSTALACION DE FAENA .................................. ................. ................................... ................................... ......................... ........ 16

6.5.

CUBICACIÓN CUBICACIÓ N DE EMPALMES PROVISORIOS PROVISOR IOS .................................. ................. ................................... ................................... ...................... ..... 17

6.6.

CUBICACIÓN CUBICACIÓ N DE EMPLAZAMIENTO EMPLAZAM IENTO DE TERRENO .................................. ................. ................................... ............................... ............. 18

7.

CUBICACIÓN CUBICACI ÓN DE OBRA GRUESA........................ GRUESA....... ................................... ................................... ................................... .................................... .................... 19

7.1.

CUBICACIÓN CUBICACIÓ N DE TRAZADO .................................. ................. ................................... ................................... ................................... ............................... ............. 19

7.2.

CUBICACIÓN CUBICACIÓ N DE EXCAVACIÓN ................................... ................. ................................... ................................... .................................... ......................... ....... 20

7.3.

CUBICACIÓN CUBICACIÓ N DE FUNDACIÓN EMPLANTILLADO EMPLANT ILLADO ................................. ................ ................................... .................................. ................ 21

7.4.

CUBICACIÓN CUBICACIÓ N DE CIMIENTO ................................. ................ ................................... ................................... ................................... ............................... ............. 25

7.5.

CUBICACIÓN CUBICACIÓ N DE SOBRECIMIENTO.............. SOBRECIMIE NTO................................ ................................... ................................... .................................... ...................... .... 26

7.6.

CUBICACIÓN CUBICACIÓ N DE ALBAÑILERÍA ALBAÑIL ERÍA ................................... ................. ................................... ................................... .................................... ......................... ....... 29

7.7.

CUBICACIÓN CUBICACIÓ N DE PILARES PILAR ES .................................. ................. ................................... ................................... ................................... .................................. ................ 33

7.8.

CUBICACIÓN CUBICACIÓ N DE VIGAS Y CADENAS ................................. ............... ................................... .................................. ................................... ...................... 35

7.9.

CUBICACIÓN HORMIGÓN DE RADIER.................................................................................... RADIER.................................................................................... 41

8.

CUBICACIÓN CUBICACI ÓN DE OBRAS COMPLEMENTARIAS COMPLEMENTA RIAS................................... .................. ................................... ................................... ...................... ..... 48

9.

CONCLUSIÓN CONCLUSI ÓN ................................. ................ .................................. ................................... ................................... ................................... .................................... ...................... .... 50

10.

RECOMENDACIONES RECOMENDA CIONES .................................. ................. ................................... ................................... ................................... ................................... ...................... ..... 51

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rea de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

2. INTRODUCCIÓN El siguiente informe se presenta el desarrollo y ejecución de la cubicación de las partidas de obras del proyecto de Construcción “12 Casas” Casas”, el terreno en el cual se construirán estas casas se encuentra ubicada en la VII Región del Maule, en la comuna de Curicó, Dirección Villa Macondo ST 8, Calle Rincón de Sarmiento S/N. la información estudiada sobre el terreno donde se emplazará el proyecto se trata de un terreno natural, con una gran capacidad de carga debido a que la mayoría de sus componentes son, gravas, gravas arenosas y rocas, lo cual es terreno firme y sin necesidad de moldaje en el elemento de fundación, También muestra la cubicación de cuenta tierra se debe retirar del lugar y los materiales a utilizar para llevar a cabo esta construcción y posteriormente realizar un presupuesto económico. La cubicación determina las cantidades de obra, esta se realiza en base a unidades de medidas, es necesario recoger toda la información de los planos y especificaciones técnicas del proyecto Este informe presenta las cubicaciones de obras preliminares, obra gruesa y obras complementarias en las cuales consta de escarpe, excavación y hormigones, Estas cubicaciones se llevarán a cabo de acuerdo con la normativa vigente de la NCh 353/of.2000, norma la cual establece procedimientos uniformes para determinar cantidades de partes que constituyen las obras de edificación y todos sus componentes.

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rea de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

3. OBJETIVOS

3.1. Objetivo General El objetivo de nuestro trabajo es Desarrollar y determinar correctamente las cubicaciones de partida de obras preliminares, obra gruesa y obras complementarias, del proyecto de construcción de 12 casas emplazadas en un terreno de proporciones establecidas, confeccionadas en Albañilería confinada con cadenas y vigas de hormigón armado, para la propuesta privada del proyecto.

3.2. Objetivos Específicos











Interpretar planos y especificaciones especificaciones técnicas para poder realizar las cubicaciones cubicaciones de proyecto. Desarrollar las cubicaciones de partidas de obras, de acuerdo con los planos y especificaciones especificaciones técnicas. Conocer la normativa vigente y aplicable para las cubicaciones de partidas de obra NCh 353 of 2000. Elaborar tablas de cubicaciones de forma correcta y ordenada cumpliendo por lo demás con sus respectivas unidades de medición. Realizar itemizado que establezca claramente los valores de las cubicaciones del proyecto en desarrollo.

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4. MARCO TEÓRICO

En el presente informe se establece el contexto teórico y normativo en el que está inmerso. Para ello, en primer lugar, se realiza una revisión descriptiva de los conceptos más utilizados, así como también las normativas aplicables a este proyecto.

4.1. Marco Teórico Conceptual

4.1.1.

Proyecto:  Proyecto:  Conjunto de antecedentes de una obra que incluye planos, memorias, especificaciones especificaciones técnicas y, si correspondiere, presupuestos

4.1.2.

Plano de arquitectura: arquitectura: es la representación gráfica más fundamental, una vista desde arriba que muestra la disposición de los espacios en la construcción de la misma manera que un mapa, reflejando la disposición en un nivel particular de un edificio.

4.1.3.

Plano de Fundación:  Fundación:  es la representación gráfica más fundamental, una vista desde arriba que muestra la disposición de los espacios en la construcción de la misma manera que un mapa, reflejando la disposición en un nivel particular de un edificio.

4.1.4.

Especificaciones técnicas: son técnicas: son los documentos en los cuales se definen las normas, exigencias y procedimientos a ser empleados y aplicados en todos los trabajos de construcción de obras, elaboración de estudios, fabricación de equipos.

4.1.5.

Cubicación: En Cubicación: En construcción es la acción de extraer medidas, dimensiones las cuales se extraen o se toman de los planos que pueden ser de: Arquitectura, Estructura, Instalaciones Sanitarias (Agua Potable, Alcantarillado; Electricidad, Gas) y Especialidades (Calefacción, (Calefacción, Aire Acondicionado, Tratamientos de Agua, etc.).

4.1.6.

Obras Preliminares: Son Preliminares: Son todas aquellas actividades que se realizan antes del comienzo de la construcción de la obra, como, por ejemplo, cierre perimetral, instalación de faena, replanteo, colocación de niveletas, limpieza del terreno (escarpe), entre otros.

4.1.7.

Escarpado: Pequeñas Escarpado: Pequeñas excavaciones y se aplica al terreno que tiene mucho desnivel, pendiente o exceso de vegetación.

4.1.8.

Cierro Provisorio:  Provisorio:  Se entiende como cierre provisorio a cualquier

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4.1.10.

Esponjamiento:  Esponjamiento:  aumento del volumen aparente de un suelo o material determinado Nivelación: Se llama nivelación a los trabajos que se efectúan para conocer la diferencia de alturas de uno o varios puntos con respecto a uno conocido, denominado banco de nivel; éste puede ser verdadero o supuesto y de él depende la precisión del trabajo.

4.1.11.

Instalación de Faena: Se entenderá por Instalación de Faena, al conjunto de edificaciones, bodegas, galpones ubicados en un área determinada o en cualquier otro sector, techado o no, cuya finalidad esté orientada al apoyo administrativo y logístico de la obra, sean estas: oficinas, laboratorios, estacionamientos, comedores, baños para el personal, garajes para el mantenimiento de vehículos, etc.

4.1.12.

Empalmes Provisorios: Se denomina a toda instalación que se requiere para la habilitación y uso de redes de energía por un periodo breve de tiempo, no siendo de carácter definitivo.

4.1.13.

Emplazamiento de Terreno: Situación de ubicación de un área dada para uso social ya sea de carácter comercial o de vivienda, además es un área delimitada y que señala un espacio físico acompañado de una vivienda.

4.1.14.

Obra Gruesa: Se denomina obra gruesa a la primera parte de cualquier proyecto que consiste en la ejecución de actividades que comprenden la Estructura principal gruesa de un edificio y cuyo alcance no tiene una regla fija definida, pero un alcance aproximado comprende desde las Fundaciones hasta la cubierta.

4.1.15.

Trazado de Vivienda: Se Vivienda: Se llama trazo al efecto de localizar, alinear, ubicar y marcar en el terreno o en la superficie de construcción los ejes principales, paralelos y perpendiculares señalados en el plano del proyecto, así como los lineamientos de este.

4.1.16.

Excavaciones: Se realiza a cielo abierto y por medios mecánicos o manuales, utilizando excavadoras o picotas y palas, y el objetivo consiste en alcanzar el plano de arranque de la edificación, es decir las cimentaciones.

4.1.17.

Fundaciones: La cimentación o fundación es la parte de la construcción que se apoya sobre el terreno, constituye así la base del edificio y por tanto debe satisfacer la función estática de soportar los pesos de la superestructura en las peores condiciones de carga y repartirlos sobre el terreno en la profundidad necesaria.

4.1.18.

Hormigón H-5 Emplantillado:  Emplantillado:  superficie de hormigón que se utiliza para aislar el terreno natural de la estructura.

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4.1.20.

Enfierradura:  Enfierradura:  Es un conjunto de elementos dispuestos de forma tal que cumple con la función de moldear conjunto de piezas fabricadas con barras de acero para refuerzo de hormigón, de dimensiones y forma de acuerdo con los planos de estructura de una obra de construcción. Existen dos tipos de enfierradura, la industrializada y convencional. convencional.

4.1.21.

Moldajes:  Moldajes:  Es un conjunto de elementos dispuestos de forma tal que cumple con la función de moldear el hormigón fresco a la forma y tamaño especificado, controlando su forma.

4.1.22.

Sobrecimiento:  Sobrecimiento:  Es un cinturón en concreto reforzado o en bloque que cumple doble función: Amarrar todo el conjunto de la vivienda para que los asentamientos sean uniformes. Aislar los muros de la humedad natural del terreno.

4.1.23.

Albañilería:  Albañilería:  toda aquella obra formada por elementos unitarios prefabricados, de dimensiones manejables por un solo operario, constituidos por materiales naturales o artificiales, como piedra, adobe, arcilla cocida, mortero u hormigón de cemento, o cualquier otro material compactado, que tenga forma y dimensiones definidas, sea hueco o lleno. Las obras se forman por la yuxtaposición de estos elementos individuales, unidos, en general, por un aglomerante adecuado y eventualmente reforzado por otros elementos de naturaleza similar o heterogénea.

4.1.24.

Pilares: Elemento Pilares: Elemento arquitectónico de soporte rígido, más alto que ancho y normalmente de sección cuadrad o poligonal, que sirve para soportar la estructura horizontal de un edificio, un arco u otra construcción.

4.1.25.

Vigas y Cadenas:  Cadenas:  elementos estructurales de orientación horizontal que cumplen la función de distribuir e igualar las cargas del cimiento se diferencian en que una cadena va sobre un muro por ende no posee luz, mientras que la viga está suspendida en el aire para efectos de vanos u otros espacios necesarios en una construcción, y estos deben igualar las fuerzas y resistencias que posee una cadena

4.1.26.

Radier: Radier: losa de concreto sin amar, de una proporción baja de cemento,

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4.1.30.

Obras Complementarias: Son aquellas que no figuran en el contrato u proyecto inicial pero que es necesario ejecutar, como consecuencia de circunstancias imprevistas para ejecutar la obra como está prevista sin modificar nada de lo realizado anteriormente

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4.2. Marco Teórico Normativo

Se utilizará la Ordenanza General de Urbanismo y Construcciones Construcciones Este reglamento de la ley General de Urbanismo y Construcción contiene las disposiciones reglamentarias de la ley, además regula los procedimientos administrativos, el proceso de planificación urbano, la urbanización de los terrenos, la construcción y los estándares técnicos de diseño y construcción exigibles en la urbanización y la construcción. También se utilizará la norma NCh 353 of 2000 “Cubicación de Obras de Edificación – Requisitos” Esta norma establece procedimientos uniformes para determinar las cantidades de las partes que constituyen las obras de edificación y todas sus componentes. Los requisitos de esta norma se aplican a la forma de cubicar las obras cuyo presupuesto se formula por partidas, y a las liquidaciones correspondientes. El aprovechamiento incompleto de ciertos materiales, por ejemplo, las pérdidas de cemento por rotura de envases, el mortero que cae al suelo al estucar, la preparación de excesos que no puedan aprovecharse, el despunte de la enfierradura, entre otros, no son considerados en la cubicación de las obras, sino en el rendimiento normal con el que se calculan los precios unitarios de las partidas correspondientes.

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4.3. Marco Teórico Referencial

Las casas se emplazara en la VII Región del Maule, en la comuna de Curicó, Dirección Villa Macondo ST 8, Calle Rincón de Sarmiento S/N, Curicó es una ciudad y capital de la provincia de la región de Maule, Según los datos aportados por el censo en 2017, la ciudad de Curicó tiene una población de 149 137 habitantes, lo que la convierte en una de las ciudades con mayor crecimiento demográfico a nivel país, La intención del mandante es ubicar la obra en un entorno natural y limpio de contaminación acústica y de polución, armonizando entre la naturaleza La organización del espacio urbano se ha ordenado básicamente entorno a un Plan Regulador Comunal muy básico que solo fija límites urbanos y con un fuerte apoyo en lo estipulado en la L.G.U.C. (Ley General de Urbanismo y Construcción) y su or denanza, como instrumentos normativos, careciendo de una planificación territorial en el tiempo, lo que se traduce en una discrecionalidad en la toma de las mejores decisiones de desarrollo para el área urbana.

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rea de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

5. CAPITULO I “CUBICACIÓN DE PARTIDAS DE OBRA “12 CASAS”

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5.1. ITEMIZADO CRONOLÓGICO CRONOLÓ GICO DEL PROYECTO “12 CASAS” CASAS” En la presente tabla se establece el consolidado de cubicaciones, el que consiste en indicar el resumen de todas las cubicaciones correspondientes a los diferentes ítems descritos. La tabla N°1 Indica el Itemizado de Cubicaciones del Proyecto: Proyecto: Ubicación: Mandante: Empresa: Item 1.1.

ITEMIZADO DE CUBICACION DE OBRA 12 Casas Villa Macondo ST 8, Rincón de Sarmiento Luis Alberto Salinas Salinas Omega Ltda. Actividad Uni dad OBRAS PRELIMINARES --

1.1.1.

Escarpe

 

m3

Cantidad

roye cto Tota

--

--

1054, 35

1054, 35

1.1.2.

Ci e rre Provi sori o

m2

626

626

1.1.3.

Re ti ro de Ex ce de nte

m3

1238, 48

1238, 48

1.1.4.

Instal aci ón de Fae na

uni d

1.1.5.

Empal me s Provi sori os

1.1.6.

Empl azami e nto de Te rre no

1.2 1.2.1. 1.2.1.1. 1.2.2.

m m2

96

OBRA G RUESA TRAZADO

--

--

Trazado de V i vi e nda

m

40,72

m3

10,5

1152 -488,64

EXCAVACION

1.2.2.1.

Ex cavaci one s

1.2.3.

FU NDACION DE EMPLANTILLADO

126

1.2.3.1.

Hormi gón H5

m3

1,5

18

1.2.3.2.

Te nsore s

kg

191

2292

1.2.3.3. 1.2.3.4.

Enf i e rradura de Pi l are s Espárragos f e 12 Pi l ar de Acce so

kg kg

20,989 3,092

m3

10,8

1.2.4.

CIMIENTO

1.2.4.1.

Hormi gón H10

1.2.5.

SOBRECIMIENTO

1.2.5.1 1.2.5.2

Enf i e rradura de Sobre ci mi e nto Mol daj e de Sobre ci mi e nto

kg m2

133,34 20,3

1 2 5 3

Hormi gón H20

m3

1 6

251,868 37,104 129,6 1600,08 243,6 19 2

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rea de Construcción y Urbanismo Ingeniería en Construcción Sede Renca

6. CUBICACIÓN DE OBRAS PRELIMINARES 6.1. CUBICACIÓN DE ESCARPE Se debe tener en cuenta que el escarpe es una de las primeras partidas a considerar en el proyecto, el cual consiste en la remoción de la capa de tierra vegetal del terreno, así como también nos indica el área real a trabajar, que puede ser todo el terreno como una parte de él. La tabla N°2 muestra la Cubicación de Escarpe: Proyecto: Ubicación: Mandante: Empresa: Partida: Cantidad: Ítem:

12 Casas Villa Macondo ST 8, Rincón de Sarmiento Luis Alberto Salinas Salinas Omega Ltda. Obras Preliminares 1054 Cubicación de Escarpe

Ubicación Terreno emplazado Volumen de Escarpe (m3)

Largo (m)

Ancho (m)

99

71

Tabla N°2

Unidad: m3 Volumen Profundidad Total (m3) 0,15 1054,35 1054,35

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6.2. CUBICACIÓN DE CIERRO PROVISORIO Existe una completa y clara normativa que regula el correcto diseño e instalación de cierres perimetrales en las obras. Todo con la idea de impedir el ingreso de personas ajenas a la misma y de prevenir eventuales accidentes. La construcción de pasadizos o puentes que protejan a los peatones de la caída de materiales o herramientas desde la altura en las construcciones también es parte de la normativa legal. La tabla N°3 indica la Cubicación de Cierre Provisorio: Proyecto: Ubicación: Mandante: Empresa: Partida: Cantidad: Ítem: Ubicación A B

12 Casas Villa Macondo ST 8, Rincón de Sarmiento Luis Alberto Salinas Salinas Omega Ltda. Obras Preliminares 626 Cubicación de Cierre Provisorio

Tabla N°3

Unidad: m2

Medición (m)

Lados

Perímetro Parcial (m)

101 73

2 2

202 146

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6.3. CUBICACIÓN DE RETIRO DE EXCECENTES

El retiro de excedentes se considera todo el material sobrante, en este caso el material sobrante es del escarpe y de las excavaciones, además de incluir el porcentaje de esponjamiento que en este caso es de acuerdo con el tipo de terreno (10 %)

La tabla N°4 indica la Cubicación de Retiro de Excedentes: Proyecto: Ubicación: Mandante: Empresa: Partida: Cantidad: Ítem: Ubicación

12 Casas Villa Macondo ST 8, Rincón de Sarmiento Luis Alberto Salinas Salinas Omega Ltda. Obras Preliminares 1239,48 Cubicación de Retiro de Excedentes Escarpe (m3)

Terreno Emplazado 1054 Porcentaje de Esponjamiento 10% Uso de Material para Compactación Radier

Tabla N°4

Unidad: m3 Excavación Total (m3) (m3) 126,00 1180,35 118,04 58,91

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6.4. CUBICACIÓN DE INSTALACION DE FAENA

No se confeccionan tablas para esta partida, debido a modificaciones del mandante en base a determinar y establecer valores para la dicha cubicación establecida según el itemizado.

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6.5. CUBICACIÓN DE EMPALMES PROVISORIOS

No se confeccionan tablas para esta partida, debido a modificaciones del mandante en base a determinar y establecer valores para la dicha cubicación establecida según el itemizado.

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6.6. CUBICACIÓN DE EMPLAZAMIENTO DE TERRENO Para el inicio de las cubicaciones del proyecto desarrollado es importante la determinación del emplazamiento que tiene el proyecto ya que de esta forma se muestra y dan a conocer los distanciamientos correspondientes en función del terreno el cual está ubicada la casa. Por medio de este emplazamiento se tomarán las consideraciones en lo que respecta a despeje de terreno, trazado y niveles respectivamente.

La tabla N°5 indica la Cubicación de Emplazamiento de Terreno Proyecto:

12 Casas

Tabla N°5

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7. CUBICACIÓN DE OBRA GRUESA 7.1. CUBICACIÓN DE TRAZADO 7.1.1. CUBICACIÓN DE TRAZADO DE VIVIENDA El trazado y niveles comienzan una vez terminado el escarpe correspondiente, para esta actividad se considera las medidas del plano de la vivienda para poder trazar y marcas los ejes y líneas en las niveletas, de esta forma se podrán traspasar a terreno y marcar los anchos de las futuras fundaciones de acuerdo con los planos del proyecto.

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7.2. CUBICACIÓN DE EXCAVACIÓN 7.2.1. CUBICACIÓN DE EXCAVACIÓN SIN MOLDAJE

Las excavaciones se consideran como un movimiento de tierra que de acuerdo con el tipo de terreno y sus condiciones pueden ser manuales o con medios mecánicos, el método a emplear depende del volumen y el tipo de terreno a excavar, lo importante es poder llegar al sello de fundación. Prácticamente las excavaciones excavaciones dan el inicio a la obra en construcción . La tabla N°7 muestra la Cubicación de Excavación (sin moldaje). Proyecto:

12 Casas

Tabla: N°7

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7.3. CUBICACIÓN DE FUNDACIÓN EMPLANTILLADO 7.3.1. CUBICACIÓN DE HORMIGÓN H-5 El emplantillado es un hormigón pobre de no más de 42 kg. Cem/m3, además de considerar bolón desplazado de un 20 % al volumen, el emplantillado se instala sobre el sello de fundación para proporcionar a las armaduras una superficie de apoyo limpia, adecuada y horizontal La tabla N°8 muestra la Cubicación de Hormigón H-5 (hormigón pobre) Proyecto: Ubicación: Mandante:

12 Casas Villa Macondo ST 8, Rincón de Sarmiento Luis Alberto Salinas Salinas

Tabla: N°8

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7.3.2. CUBICACIÓN DE TENSORES

Se conoce con este nombre en la que se utiliza acero como refuerzo en los muros que se

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7.3.3. CUBICACIÓN DE ENFIERRADURA TENSORES Y ESTRIBOS DE PILARES

La enfierradura de este elemento tiene el propósito de dar estructura a los pilares de la primera

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7.3.4. CUBICACIÓN DE ESPARRAGOS FE 12 DE PILAR DE ACCESO

Son tornillos sin cabeza que van roscados en sus dos extremos con diferente longitud rocada,

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7.4. CUBICACIÓN DE CIMIENTO 7.4.1. CUBICACIÓN DE HORMIGÓN H-10

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7.5. CUBICACIÓN DE SOBRECIMIENTO 7.5.1. CUBICACIÓN DE ENFIERRADURA Y ESTRIBOS DE SOBRECIMIENTO

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