WO2010002233A1 - Dwellings or similar made from ferrocement and having optimum semi-circular shapes or similar based on mortars and/or lightweight structural mortar and/or cellular mortar, and construction method - Google Patents
Dwellings or similar made from ferrocement and having optimum semi-circular shapes or similar based on mortars and/or lightweight structural mortar and/or cellular mortar, and construction method Download PDFInfo
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- WO2010002233A1 WO2010002233A1 PCT/MX2009/000056 MX2009000056W WO2010002233A1 WO 2010002233 A1 WO2010002233 A1 WO 2010002233A1 MX 2009000056 W MX2009000056 W MX 2009000056W WO 2010002233 A1 WO2010002233 A1 WO 2010002233A1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3217—Auxiliary supporting devices used during erection of the arched structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3258—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel
- E04B2001/3264—Arched structures; Vaulted structures; Folded structures comprised entirely of a single self-supporting panel hardened in situ
Definitions
- the present invention relates to ferrocement housings or the like with semicircular geometries or the like constructed from mortars and / or structural light mortar and / or cellular mortar, and ferrocement, with curvilinear or similar geometry, in which the optimum curvature or the like Together with the light structural mortar and / or cellular mortar, they give it surprising characteristics of improved thermal, acoustic and structural resistance, different construction systems for building homes have been known for a long time, such as the application is described in application NL / a / 2005/000073 which consists simply of a metallic formwork for structures with a straight surface that has as its main characteristic that it uses one or more metal panels, these panels being assembled form a metal structure that is the support of the house, that request is different to the present invention, because no It has an optimal or similar semi-curved geometry with specific values, and it does not specify the qualities of the mortar used, nor does it provide the advantages of its joint use with the curvilinear geometry it refers to, nor does it provide the angles,
- Application MX / a / 2007/016077 can be considered to be similar to the present invention, because it mentions the curvature values, such as: radius, angle and degrees, so it is very general, that curvature is not defined and is inaccurate, does not provide calculations, nor values to define it, nor does it indicate which is the optimum curvature to provide the best resistance in conjunction with the mortar, which is essential to obtain improved characteristics of thermal, acoustic and structural resistance, which prevents making a comparison with respect to such characteristics, because that application is a mere theoretical calculation without reference values, the present invention does demonstrate the importance of an optimal curvature in conjunction with the mortar, to obtain a greater degree of resistance, by means of a comparative graph of several curvatures and this is demonstrated with the precise values of optimum curvature to reach greater height and contribute surprisingly to comfort with reductions or increases in temperature in relation to the environment, combined with the thermal properties of mortars , giving advantages over other curvature values, since it provides the optimization of time in the building procedure, decreasing it, for the
- the present invention relates to ferrocement dwellings with semicircular or similar geometries constructed from mortars and / or structural light mortar and / or cellular mortar, in which the optimum curvature in conjunction with the structural light mortar and / or
- the structural properties are the following: mechanical resistance, to requests for loads such as live loads, dead loads, wind loads, earthquake loads, expansion and contraction loads due to temperature, age, humidity, etc., and your combinations
- loads such as live loads, dead loads, wind loads, earthquake loads, expansion and contraction loads due to temperature, age, humidity, etc., and your combinations
- formwork such as metal meshes, welded mesh, plastic, wood, polystyrene, polyethylene, short, medium and long fibers of various materials that replace reinforcing steel, fiberglass, of panels for example covintec panel, W panel, mexalit panel, monolite panel, etc., and plastic molds, for example polyethylene, PVC, ABS, fiber glass or any commercially available material that can serve as a mold or formwork.
- the mortars used for the construction of these homes can be of any type existing in the market but surprisingly the best results such as resistance to axial compression, elastic modulus, rupture modulus, dimensional stability, adhesion, accelerated weathering, thermal and acoustic insulation, are obtained by using the light structural mortar mentioned in patent application number MX / a / 2008/004324 and / or patent 226581 (by Daniel Davila) called Thermal Coating for Interior and Exterior Walls, Walls and Skies Based on Light Loads and Synthetic Anhydrite, or cellular mortar, structural lightweight mortar with fiber and without fiber (polypropylene fibers or glass fibers) can also be used.
- Ferrocement construction systems are traditional in the construction industry, they combine Portland cement or similar with ferrous or similar materials, but their strengths are different from the ferromortero system of the present invention, which is derived from traditional ferrocement construction systems. already mentioned .
- the formwork used for this purpose must also have an optimal or similar curvilinear geometry as described in the figures of graphs 1, 2 and 3, in which it is demonstrated with graphic values which is the optimum curvature to be able to obtain the surprising characteristics of improved thermal, acoustic and structural resistance in homes or similar (classrooms, service spaces, recreational centers, etc.).
- Ferrocement systems have long been known in the construction industry, consisting of mesh, metal rod or core, electro-welded and / or plastic and / or synthetic mesh or other materials for this purpose, which may or may not be deployed. which are assembled and anchored to a concrete firm, which in turn functions as a foundation.
- the structure, once assembled, is covered with mortar, which can be of the structural light mortar type and / or cellular mortar, to form the walls and roof of the house in one piece.
- the construction process to build ferrocement houses with optimal or similar semicircular geometries based on structural light mortar and / or cellular mortar comprises the following steps: i) Land preparation; ii) Foundation foundation; iii) Preparation of concrete and foundation reinforcement; iv) Assembly of the panels and / or molds to form all the perimeter walls of the construction, forming at the top of the panel and / or molds the optimal or similar curvilinear geometry as described in the figures of graphs 1, and 2 ; v) Placing and installing the panels on the roof in the form of two waters; vi) Placement and mooring of the panels that will form the interior walls; vii) Installation of windows and door frames; viii) Electrical installation; ix) Mechanical or manual application.
- the construction process comprises the following steps in case of the use of prefabricated panels:
- the construction process comprises the following steps in the case of the use of prefabricated molds:
- Ferrocement or similar dwellings with optimal semicircular geometries or the like based on structural light mortar and / or cellular mortar of the present invention comprise: a) A concrete foundation and firm. b) Hydraulic, sanitary and electrical systems. c) Main body with ferrocement system made of mortar, preferably structural light mortar and / or cellular mortar, in which the upper part of the side walls should have the optimal curvilinear geometry or similar, as described in the figures of graphs 1 and 2, gable roof and interior and exterior walls. d) Doors and windows e) Finishes, sealing, painting and waterproofing.
- This housing by conjunction of the structural light mortar mortar and / or cellular mortar in the ferrocement system and by the optimal semi-curved geometry surprisingly obtains the following improved characteristics: axial compression resistance 272 Kg./cm2 at 28 days, elastic modulus 28 days 127136, low expansion and contraction, tensile strength by diametral compression 30.3, flexural strength 37.7 excellent resistance to accelerated weathering 5 cycles, and good thermal and acoustic insulation due to its low density.
- FiG.1 is a graph of the optimal or similar semi-curved "A" geometry, where the "X" axis represents the horizontal distance in meters from the origin point "0" to the center line at half the width of the house, the axis of the "Y” represents the height of the house in meters from the origin point "0" (floor level).
- the solid line represents the optimal or similar semi-curved geometry of the left part of the house, being complemented with a similar section drawn in mirror taking as an axis the vertical line of the center, as indicated in the drawing of figure 2a.
- FIG. 2 is a graph of the semi-curved geometries "B" and "C” where the axis of the "X” represents the horizontal distance in meters from the origin point "0" to the center line at half the width of the house, the axis of the "Y” represents the height of the house in meters from the origin point "0" (floor level), the lines “B” and Dotted “C” represent the semi-curved geometries of the left parts of the house, being complemented by a similar section drawn in a mirror taking as its axis the center line as indicated in the drawing in Figure 2b.
- the lines of the geometry "B” and the geometry “C” represent two different semi-curved geometries, which indicate the maximum and minimum limits where within those limits another semi-curved geometry can optionally be designed according to the specific needs of a design .
- the area indicated between the maximum geometry "C” and the minimum “geometry B” is indicated.
- FIG. 3 represents housing models or the like of semi-optimal geometry or similar, with and without lateral ruffle.
- Example ONE House built using molds: Step 1, surface preparation, foundation, assembly and casting of concrete, leaving rods on the perimeters of the walls for anchoring, firm exits from forty to eighty centimeters or more, - step 2, mold placement and bending or shoring; step 3, placement and fastening of the meshes to the variilas, - step 4, placement of window and door frames; step 5, application of the mortar with a thickness of two to five inches or more; Step 6, refine the outer surfaces; step, 7, removal or removal of the mold; Step 8, tune the inner mortar.
- House is manufactured as indicated by the procedure, Example TWO: House built using panels: Step 1, surface preparation, foundation, assembly and casting of concrete, leaving rods on the perimeters of the walls for anchoring, exits from the fortress to eighty centrimeters or more; step 2, placement of the panels and bending or shoring thereof, - step 3, placement of window and door frames; step 4, application of the mortar with a thickness of one to two inches or more inside; step 5, application of the mortar with thickness of one to two inches or more on the outside; Step 6, refine the outer and inner surfaces. They are manufactured home as indicated by the procedure. It is noted that in relation to this date, the best method known by the applicant to implement said invention is that which is clear from the present description of the invention.
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Abstract
Description
VIVIENDAS O SIMILARES DE FERROCEMENTO CON GEOMETRÍAS SEMICIRCULARES ÓPTIMAS O SIMILARES A BASE DE MORTEROS Y/O MORTERO LIGERO ESTRUCTURAL Y/O MORTERO CELULAR Y PROCESO CONSTRUCTIVO PARA SU EDIFICACIÓNHOUSES OR SIMILAR FERROCEMENT WITH OPTIMAL OR SIMILAR SEMICIRCULAR GEOMETRIES BASED ON MORTARS AND / OR STRUCTURAL LIGHT MORTAR AND / OR CELLULAR MORTAR AND CONSTRUCTION PROCESS FOR BUILDING
Antecedente de la invenciónBackground of the invention
La presente invención se refiere a viviendas o similares de ferrocemento con geometrías semicirculares o similares construidas a base de morteros y/o mortero ligero estructural y/o mortero celular, y ferrocemento, con geometría curvilinea o similar, en la que la curvatura óptima o similar en conjunto con el mortero ligero estructural y/o mortero celular le confieren características sorprendentes de resistencia térmica, acústica y estructural mejoradas, se conocen desde hace tiempo diferentes sistemas constructivos para edificar viviendas, tales como la solicitud lo describen en la solicitud NL/a/2005/000073 que consiste simplemente de una cimbra meálica para estructuras con superficie recta que tiene como característica principal que utiliza .uno o más paneles metálicos, estos paneles al ser armados forman una estructura metálica que es el soporte de la vivienda, esa solicitud es diferente a la presente invención, porque no tiene una geometría semi curva óptima o similar con valores específicos, además no específica las cualidades del mortero utilizado, ni proporciona las ventajas de su utilización conjunta con la geometría curvilínea a que se refiere, ni proporciona los ángulos, radios y/o grados de la curva, ni informa sobre las características mejoradas de resistencia térmica, acústica, y estructural, es muy general y no contiene las características técnicas esenciales para llevar a cabo la invención. Las solicitudes Mx/a/2007/012261 y MX/a/2007/012262 presentan dos tipos de cimbras para edificar construcciones, estas también son diferentes al de la presente invención, porque no tiene una geometría semi curva óptima o similar con valores específicos, además no específica las cualidades del mortero utilizado, ni proporciona las ventajas de su utilización conjunta con la geometría curvilínea a que se refiere, ni proporciona los ángulos, radios y/o grados de la curva, ni informa sobre las características mejoradas de resistencia térmica, acústica y estructural, es muy general y no contiene las características técnicas esenciales para llevar a cabo la invención. La solicitud MX/a/2007/016077 se puede considerar que es parecida a la presente invención, porque menciona los valores de la curvatura, tales como: radio, ángulo y grados, por lo que es muy general, esa curvatura no esta definida y es imprecisa, no aporta cálculos, ni valores para definirla, ni indica cuál es la curvatura óptima para proporcionar la mejor resistencia en conjunto con el mortero, lo que es esencial para obtener características mejoradas de resistencia térmica, acústica y estructural, lo que impide hacer un comparativo respecto a tales características, porque esa solicitud es un mero calculo teórico sin valores de referencia, la presente invención si demuestra la importancia de una curvatura óptima en conjunto con el mortero, para obtener un mayor grado de resistencia, por medio de un comparativo gráfico de varias curvaturas y se demuestra con esto con los valores precisos de curvatura óptima para alcanzar mayor altura y contribuir de manera sorprendente al confort con reducciones o aumentos de temperatura en relación al medio ambiente, combinado con las propiedades térmicas de los morteros, dando ventajas sobre otros valores de curvatura, dado que aporta la optimización de tiempo en el procedimiento de edificación, disminuyéndolo, por las razones siguientes: el corto tiempo de fraguado mínimo (48 horas dependiendo del clima) y gran resistencia de hasta 150 k/cm2 en tres días, la dismunición - A -The present invention relates to ferrocement housings or the like with semicircular geometries or the like constructed from mortars and / or structural light mortar and / or cellular mortar, and ferrocement, with curvilinear or similar geometry, in which the optimum curvature or the like Together with the light structural mortar and / or cellular mortar, they give it surprising characteristics of improved thermal, acoustic and structural resistance, different construction systems for building homes have been known for a long time, such as the application is described in application NL / a / 2005/000073 which consists simply of a metallic formwork for structures with a straight surface that has as its main characteristic that it uses one or more metal panels, these panels being assembled form a metal structure that is the support of the house, that request is different to the present invention, because no It has an optimal or similar semi-curved geometry with specific values, and it does not specify the qualities of the mortar used, nor does it provide the advantages of its joint use with the curvilinear geometry it refers to, nor does it provide the angles, radii and / or degrees of the The curve, neither informs about the improved characteristics of thermal, acoustic, and structural resistance, is very general and does not contain the essential technical characteristics to carry out the invention. Applications Mx / a / 2007/012261 and MX / a / 2007/012262 have two types of formwork for building constructions, these are also different from those of the present invention, because it does not have an optimum or similar semi-curved geometry with specific values, It also does not specify the qualities of the mortar used, nor does it provide the advantages of its joint use with the curvilinear geometry to which it refers, nor does it provide the angles, radii and / or degrees of the curve, nor does it report on the improved characteristics of thermal resistance, acoustic and structural, it is very general and does not contain the essential technical characteristics to carry out the invention. Application MX / a / 2007/016077 can be considered to be similar to the present invention, because it mentions the curvature values, such as: radius, angle and degrees, so it is very general, that curvature is not defined and is inaccurate, does not provide calculations, nor values to define it, nor does it indicate which is the optimum curvature to provide the best resistance in conjunction with the mortar, which is essential to obtain improved characteristics of thermal, acoustic and structural resistance, which prevents making a comparison with respect to such characteristics, because that application is a mere theoretical calculation without reference values, the present invention does demonstrate the importance of an optimal curvature in conjunction with the mortar, to obtain a greater degree of resistance, by means of a comparative graph of several curvatures and this is demonstrated with the precise values of optimum curvature to reach greater height and contribute surprisingly to comfort with reductions or increases in temperature in relation to the environment, combined with the thermal properties of mortars , giving advantages over other curvature values, since it provides the optimization of time in the building procedure, decreasing it, for the following reasons: the short minimum setting time (48 hours depending on the weather) and high resistance of up to 150 k / cm2 in three days, dissolution - TO -
de tiempos de mano de obra, el no requerir mano de obra especializada, dada la simplicidad del procedimiento, pues se alcanzan plazos de 7 a 14 días en promedios de 40 a 50 m2 de construcción, la solicitud anterior no lo menciona ni lo sugiere, esto es vital para el calculo óptimo de la vivienda. La curvatura óptima especifica y el mortero especifico no pueden ir separados, estos factores en conjunto le confieren sorpredentes características nuevas e inventivas a la presente invención, lo anterior no esta mencionado ni sugerido en la solicitud MX/a/2007/016077, por lo que se considera que la presente invención es nueva e inventiva a la luz de estos documentos . of labor times, not requiring specialized labor, given the simplicity of the procedure, since deadlines of 7 to 14 days are reached in averages of 40 to 50 m2 of construction, the previous request does not mention or suggest it, This is vital for the optimal calculation of housing. The specific optimal curvature and the specific mortar cannot be separated, these factors as a whole confer surprising new and inventive features to the present invention, the foregoing is not mentioned or suggested in the application MX / a / 2007/016077, so The present invention is considered to be new and inventive in light of these documents.
DESCRIPCIÓN DE LA INVENCIÓNDESCRIPTION OF THE INVENTION
En general, la presente invención se refiere a viviendas de ferrocemento con geometrías semicirculares o similares construidas a base de morteros y/o mortero ligero estructural y/o mortero celular, en la que la curvatura óptima en conjunto con el mortero ligero estructural y/oIn general, the present invention relates to ferrocement dwellings with semicircular or similar geometries constructed from mortars and / or structural light mortar and / or cellular mortar, in which the optimum curvature in conjunction with the structural light mortar and / or
• mortero celular, le confieren características sorprendentes de resistencia térmica, acústica y estructural mejoradas. • cellular mortar, give it surprising characteristics of improved thermal, acoustic and structural resistance.
Las propiedades estructurales son las siguientes: resistencia mecánica, a las solicitudes de cargas tales como, cargas vivas, cargas muertas, cargas por viento, cargas por sismo, cargas por expansión y contracción por efectos de temperatura, edad, humedad, etc., y sus combinaciones . Estas viviendas pueden edificarse utilizando diferentes tipos de cimbras como lo son mallas metálicas, mallas electrosoldadas, plásticas, de madera, de poliestireno, de polietileno, fibras cortas, mediana y largas de materiales diversos que substituyen al acero de refuerzo, de fibra de vidrio, de paneles por ejemplo de panel tipo covintec, panel W, panel mexalit, panel monolite, etc., y moldes plásticos, por ejemplo de polietileno, PVC, ABS, fibra de vidrio o cualquier material disponible en el mercado que pueda servir como molde o cimbra.The structural properties are the following: mechanical resistance, to requests for loads such as live loads, dead loads, wind loads, earthquake loads, expansion and contraction loads due to temperature, age, humidity, etc., and your combinations These homes can be built using different types of formwork such as metal meshes, welded mesh, plastic, wood, polystyrene, polyethylene, short, medium and long fibers of various materials that replace reinforcing steel, fiberglass, of panels for example covintec panel, W panel, mexalit panel, monolite panel, etc., and plastic molds, for example polyethylene, PVC, ABS, fiber glass or any commercially available material that can serve as a mold or formwork.
Los morteros utilizados para la edificación de estas viviendas pueden ser de cualquier tipo existente en el mercado pero sorprendentemente los mejores resultados como resistencia a la comprexion axial, modulo elástico, modulo de ruptura, estabilidad dimensional, adherencia, intemperismo acelerado, aislamiento térmico y acústico, se obtienen al utilizar el mortero ligero estructural mencionado en la solicitud de patente numero MX/a/2008/004324 y/o patetente 226581 (de Daniel Davila) denominada Recubrimiento Térmico para Paredes, Muros y cielos Interiores y Exteriores a Base de Cargas Ligeras y Anhidrita Sintética, o también puede utilizarse mortero celular, mortero ligero estructural con fibra y sin fibra (fibras de polipropileno o fibras de vidrio) .The mortars used for the construction of these homes can be of any type existing in the market but surprisingly the best results such as resistance to axial compression, elastic modulus, rupture modulus, dimensional stability, adhesion, accelerated weathering, thermal and acoustic insulation, are obtained by using the light structural mortar mentioned in patent application number MX / a / 2008/004324 and / or patent 226581 (by Daniel Davila) called Thermal Coating for Interior and Exterior Walls, Walls and Skies Based on Light Loads and Synthetic Anhydrite, or cellular mortar, structural lightweight mortar with fiber and without fiber (polypropylene fibers or glass fibers) can also be used.
Los sistemas constructivos de ferrocemento son tradicionales en la industria de la construcción, combinan el cemento Pórtland o similares con materiales ferrosos o similares, pero sus resistencias son distintas al sistema de ferromortero de la presente invención, que se deriva de los sistemas constructivos tradicionales de ferrocemento ya mencionados . Las cimbras utilizadas para este proposito deben de tener también una geometría curvilinea óptima o similar como se describe en las figuras de las gráficas 1, 2 y 3, en la que se demuestra con valores gráficos cual es la curvatura óptima para poder obtener las características sorprendentes de resistencia térmica, acústica y estructural mejoradas en las viviendas o similares (aulas, espacios de servicio, centros recreativos, etc.).Ferrocement construction systems are traditional in the construction industry, they combine Portland cement or similar with ferrous or similar materials, but their strengths are different from the ferromortero system of the present invention, which is derived from traditional ferrocement construction systems. already mentioned . The formwork used for this purpose must also have an optimal or similar curvilinear geometry as described in the figures of graphs 1, 2 and 3, in which it is demonstrated with graphic values which is the optimum curvature to be able to obtain the surprising characteristics of improved thermal, acoustic and structural resistance in homes or similar (classrooms, service spaces, recreational centers, etc.).
Los sistemas de ferrocemento se conocen desde hace tiempo en la industria de la construcción, esta conformado por malla, varilla o alma metálica, malla electrosoldada y/o plástica y/o sintética u otros materiales para este proposito, que pueden o no desplegarse, los cuales se ensamblan y se anclan a un firme de concreto, que a su vez funciona como cimentación. La estructura, una vez montada, se recubre con mortero, que puede ser del tipo mortero ligero estructural y/o mortero celular, para formar en una sola pieza los muros y el techo de la vivienda.Ferrocement systems have long been known in the construction industry, consisting of mesh, metal rod or core, electro-welded and / or plastic and / or synthetic mesh or other materials for this purpose, which may or may not be deployed. which are assembled and anchored to a concrete firm, which in turn functions as a foundation. The structure, once assembled, is covered with mortar, which can be of the structural light mortar type and / or cellular mortar, to form the walls and roof of the house in one piece.
II
El proceso constructivo para edificar viviendas de ferrocemento con geometrías semicirculares óptimas o similares a base de mortero ligero estructural y/o mortero celular comprende los siguientes pasos: i) Preparación del terreno; ii) Cimbrado de la cimentación; iii) Preparación del concreto y refuerso de cimentación; iv) Montaje de los paneles y/o moldes para formar todas las paredes perimetrales de la construcción, formando en la parte superior del panel y/o moldes la geometría curvilinea óptima o similar como se describe en las figuras de las gráficas 1, y 2 ; v) Colocación e instalación de los paneles en el techo en forma de dos aguas; vi) Colocación y amarre de los paneles que formaran las paredes interiores; vii) Instalación de ventanas y marcos de puerta; viii) Instalación eléctrica; ix) Aplicación mecánica o manual. del mortero, mortero ligero estructural y/o mortero celular en el interior y/o exterior si es panel; x) Aplicación mecánica o manual del mortero ligero estructural y/o mortero celular en el exterior si es molde y xi) Afine del mortero.The construction process to build ferrocement houses with optimal or similar semicircular geometries based on structural light mortar and / or cellular mortar comprises the following steps: i) Land preparation; ii) Foundation foundation; iii) Preparation of concrete and foundation reinforcement; iv) Assembly of the panels and / or molds to form all the perimeter walls of the construction, forming at the top of the panel and / or molds the optimal or similar curvilinear geometry as described in the figures of graphs 1, and 2 ; v) Placing and installing the panels on the roof in the form of two waters; vi) Placement and mooring of the panels that will form the interior walls; vii) Installation of windows and door frames; viii) Electrical installation; ix) Mechanical or manual application. of the mortar, structural light mortar and / or cellular mortar inside and / or outside if it is panel; x) Mechanical or manual application of the structural light mortar and / or cellular mortar on the outside if it is a mold and xi) Refine the mortar.
En una modalidad preferida el proceso constructivo comprende los siguientes pasos en caso de la utilización de paneles prefabricados :In a preferred embodiment, the construction process comprises the following steps in case of the use of prefabricated panels:
i) Preparación del terreno, limpieza, nivelación y compactado, trazo de ejes, excavación, aislamiento de la base (películas plásticas por ejemlo películas de polietileno, etc) , y colocación e instalación de la red hidráulica y sanitaria de acuerdo a las normas de agua y drenaje de la región. ii) Cimbrado de cimentación, armado de la cimentación, dala, malla, anclas y en caso de requerise dependendo de las condiciones del suelo pilotes o zapatas. iii) Preparación del concreto de cimentación, y colado del mismo, este concreto se formulara de acuerdo a las especificaciones y normas para las diferentes regiones. iv) Montaje de los paneles para formar todas las paredes perimetrales de la construcción, en el caso de utilizar paneles prefabricados, esto se anclaran en las anclas, amarrándolas con alambre recocido o acerado en los puntos requeridos y se ensamblaran los paneles de igual manera formando todas las paredes perimetrales de la construcción, formando en la parte superior del panel la geometría curvilinea óptima o similar como se describe en las figuras de las gráficas 1 y 2. v) Colocación e instalación de los paneles del techo en forma de dos aguas, constituyendo asi el cuerpo exterior de la vivienda, fabricación del volado perimetral mediante la colocación de un panel cortado a la especificación deseada. vi) Colocación y amarre de los paneles que formaran las paredes interiores, que dependerán de la especificación del fabricante .i) Site preparation, cleaning, leveling and compacting, tracing of axes, excavation, insulation of the base (plastic films for example films of polyethylene, etc.), and installation and installation of the hydraulic and sanitary network according to the water and drainage standards of the region. ii) Foundation cimbrado, foundation assembly, dala, mesh, anchors and if necessary depending on the conditions of the ground piles or shoes. iii) Preparation of foundation concrete, and casting of it, this concrete will be formulated according to the specifications and standards for the different regions. iv) Assembly of the panels to form all the perimeter walls of the construction, in the case of using prefabricated panels, this will be anchored in the anchors, tying them with annealed or steel wire at the required points and the panels will be assembled in the same way forming all the perimeter walls of the construction, forming at the top of the panel the optimal or similar curvilinear geometry as described in the figures of graphs 1 and 2. v) Placing and installing the roof panels in the form of two waters, thus constituting the exterior body of the house, manufacturing the perimeter ruffle by placing a panel cut to the desired specification. vi) Placement and mooring of the panels that will form the interior walls, which will depend on the manufacturer's specification.
Recomendamos en este caso de la construcción con paneles practicar perforaciones de 2 a 6 pulgadas de diámetro en los paneles cuando menos una por cada metro cuadrado para que asi el mortero tenga puntos de unión entre la capa interior y la exterior lo que le dará a la construcción mayor rigidez y resistencia. vii) Instalación de ventanas y marcos de puerta, que dependerán de la especificación del fabricante, viii) Instalación eléctrica de acuerdo a las normas de la CFE (comisión federeal de electricidad) ix) Aplicación mecánica o manual del mortero ligero estructural y/o mortero celular en grosores de 0.5 hasta 2 pulagada, de preferncia 1 hasta 1.5 pulagadas, en las superficies interiores de la vivienda, esta aplicación proporcionara la estructura y soporte resistentes, para lo cual se esperara de 6 hasta 48 horas, de freferencia de 24 hasta 48 horas para la aplicación exterior. x) Aplicación mecánica o manual del mortero ligero estructural y/o mortero celular en grosores de 0.5 hasta 2 pulagada, de preferncia 1 hasta 1.5 pulagadas, en las superficies exteriores de la vivienda. xi) Afine del mortero mediante la aplicación de una capa de mortero ligero estructural en un grososr de 2 hasta 5 milímetros con llana y flota.We recommend in this case of the construction with panels to practice perforations of 2 to 6 inches in diameter in the panels at least one per square meter so that the mortar has points of union between the inner and outer layer which will give the construction greater rigidity and resistance. vii) Installation of windows and door frames, which will depend on the manufacturer's specification, viii) Electrical installation according to the regulations of the CFE (federeal commission of electricity) ix) Mechanical or manual application of the structural light mortar and / or mortar cell phone in thicknesses from 0.5 to 2 inches, preferably 1 to 1.5 inches, on the interior surfaces of the house, this application will provide the structure and support resistant, for which 6 to 48 hours will be expected, from 24 to 48 frequencies hours for outdoor application. x) Mechanical or manual application of the structural light mortar and / or cellular mortar in thicknesses from 0.5 to 2 pulagada, preferably 1 to 1.5 pulagadas, on the exterior surfaces of the house. xi) Tune the mortar by applying a layer of light structural mortar in a thickness of 2 to 5 millimeters with trowel and fleet.
En otra modalidad de preferncia el proceso constructivo comprende los siguientes pasos en el caso de la utilización de moldes prefabricados :In another form of preference the construction process comprises the following steps in the case of the use of prefabricated molds:
i) Preparación del terreno, limpieza, nivelación y compactación, trazo de ejes, excavación, aislamiento de la base (películas plásticas por ejemlo películas de polietileno, etc) , y colocación e instalación de la red hidráulica y sanitaria de acuerdo a las normas de agua y drenaje de la región. ii) Cimbrado de la cimentación, dala, malla y anclas, y en caso de requerise dependiendo de las condiciones del suelo pilotes o zapatas . iii) Preparación del concreto de cimentación, y colado del mismo, este concreto se formulara de acuerdo a las especificaciones y normas para las diferentes regiones, iv) Montaje de los moldes para formar todas las paredes y techo de la construcción, procediendo a colocar la cimbra que puede ser de malla electrosoldada de acuerdo a los requerimientos que pida la construcción (estos variables pueden ser malla sencilla, doble o triple, o de diferentes grosores de varilla o alambren) , estas mallas se amarrarán a las anclas, sujetándolas con alambre recocido o acerado en los puntos necesarios, los moldes en la parte superior deben tener la geometría curvilinea óptima o similar como se describe en las figuras de las gráficas 1 y 2. v) Instalación de ventanas y marcos de puerta, que dependerán de la especificación del fabricante. vi) Instalación eléctrica de acuerdo a las normas de la CFE (comisión federeal de elctricidad) vii) Aplicación mecánica o manual del mortero ligero estructural y/o mortero celular en grosores de 2 hasta 4 pulagada, de preferncia 2 hasta 3 pulagadas, en las superficies exteriores de la vivienda, esta aplicación proporcionara a la estructura, soporte y resistencia, para lo cual se esperara de 6 hasta 72 horas, de preferencia de 48 hasta 72 horas para el retiro o remosión del molde y viii) Afine del mortero mediante la aplicación de una capa de mortero ligero estructural en un grososr de 2 hasta 5 milimetros con llana y flota. El proceso constructivo para edificar viviendas de ferrocemento con . geometrías semicirculares óptimas o similares, a base de mortero ligero estructural y/o mortero άelular -utiliza/, .ün sistema' de ferrocemento en ,el oúal el mortero tradicional se" substituye por mortero ligero, de preferencia, mortero ligero estructural y/o mortero celular en conjunto- con malla metálica, varilla o alma metálica, malla electrosoldada y/o plástica y/o sintética u otros materiales para este proposito.i) Preparation of the land, cleaning, leveling and compaction, tracing of axes, excavation, insulation of the base (plastic films for example polyethylene films, etc.), and installation and installation of the hydraulic and sanitary network according to the norms of water and drainage of the region. ii) Cimbrado of the foundation, dala, mesh and anchors, and if required depending on the conditions of the ground piles or shoes. iii) Preparation of the foundation concrete, and casting of it, this concrete will be formulated according to the specifications and standards for the different regions, iv) Assembly of the molds to form all the walls and roof of the construction, proceeding to place the formwork which can be made of electro-welded mesh according to the requirements requested by the construction (these variables can be single, double or triple mesh, or of different rod or wire thicknesses), these meshes will be tied to the anchors, holding them with annealed wire or steel at the necessary points, the molds in the upper part must have the optimum or similar curvilinear geometry as described in the figures of graphs 1 and 2. v) Installation of windows and door frames, which will depend on the manufacturer's specification . vi) Electrical installation according to the standards of the CFE (federeal commission of electricity) vii) Mechanical or manual application of the structural light mortar and / or cellular mortar in thicknesses from 2 to 4 inches, preferably 2 to 3 inches, in the exterior surfaces of the house, this application will provide the structure, support and resistance, for which 6 to 72 hours will be expected, preferably 48 to 72 hours for the removal or remission of the mold and viii) Fine tune the mortar by application of a layer of light structural mortar in a thickness of 2 to 5 millimeters with trowel and fleet. The construction process to build ferrocement houses with. optimal semicircular or similar geometries, based light structural mortar and / or mortar άelular -Use /, .a system 'ferrocement in the traditional mortar Oual "replaced by light mortar, preferably light structural mortar and / or cellular mortar together- with metal mesh, metal rod or core, electro-welded mesh and / or plastic and / or synthetic or other materials for this purpose.
Las viviendas de ferrocemento o similares con geometrías semicirculares óptimas o similares a base de mortero ligero estructural y/o mortero celular de la presente invención comprenden: a) Una cimentación y firme de concreto. b) Sistemas hidráulico, sanitario y eléctrico. c) Cuerpo principal con sistema de ferrocemento fabricado a base de mortero, de preferencia mortero ligero estructural y/o mortero celular, en la que la parte superior de las paredes laterales deberán tener la geometría curvilínea óptima o similar, como se describe en las figuras de las gráficas 1 y 2, techo de dos aguas y paredes interiores y exteriores . d) Puertas y ventanas e) Acabados, sellado, pintura e imperraeabilización.Ferrocement or similar dwellings with optimal semicircular geometries or the like based on structural light mortar and / or cellular mortar of the present invention comprise: a) A concrete foundation and firm. b) Hydraulic, sanitary and electrical systems. c) Main body with ferrocement system made of mortar, preferably structural light mortar and / or cellular mortar, in which the upper part of the side walls should have the optimal curvilinear geometry or similar, as described in the figures of graphs 1 and 2, gable roof and interior and exterior walls. d) Doors and windows e) Finishes, sealing, painting and waterproofing.
Esta vivienda por conjunción del mortero mortero ligero estructural y/o mortero celular en el sistema de ferrocemento y por la geometría semi curva óptima obtiene sorprendentemente las características mejoradas siguientes: resistencia a la compresión axial 272 Kg./cm2 a 28 dias, modulo elástico 28 dias 127136, baja expansión y contracción, resitencia a la tensión por compresión diametral 30.3, resitencia a la flexión 37.7 exelente resitencia al intemperismo acelerado 5 ciclos , y buen aislamiento térmico y acústico por su baja densidad.This housing by conjunction of the structural light mortar mortar and / or cellular mortar in the ferrocement system and by the optimal semi-curved geometry surprisingly obtains the following improved characteristics: axial compression resistance 272 Kg./cm2 at 28 days, elastic modulus 28 days 127136, low expansion and contraction, tensile strength by diametral compression 30.3, flexural strength 37.7 excellent resistance to accelerated weathering 5 cycles, and good thermal and acoustic insulation due to its low density.
A continuación se muestran los resultados de los estudios realizados en el Instituto Mexicano del Cemento y del concreto.The results of the studies carried out at the Mexican Cement Institute and of concrete are shown below.
Objetivo: Elaborar una mezcla de mortero y medir sus propiedades en estado fresco y endurecido.Objective: Prepare a mortar mixture and measure its properties in a fresh and hardened state.
Material: El material viene en sacos de 40 kg y está identificado como "mortero ligero protexa" Pruebas realizadas: En estado fresco: Determinación del revenimiento (NMX C-156-1997) , Determinación de la masa unitaria (NMX C- 162-2000)Material: The material comes in bags of 40 kg and is identified as "light mortar protexa" Tests performed: In the fresh state: Determination of the bursting (NMX C-156-1997), Determination of the unit mass (NMX C-162-2000)
En estado endurecido: Determinación de la resistencia a compresión ^(NMX C-83-2002) , Determinación del módulo de elasticidad (NMX c-128-1997) , Determinación del módulo de elasticidad (NMX C-128-1997) , Determinación de la resistencia a la tensión por compresión diametral (NMX C- 163-1997) , Determinación de la resistencia a la felxión (NMX C-191-2004) , Determinación de la contracción por secado (NMX C- 173-1990) . Resultados :In the hardened state: Determination of compressive strength ^ (NMX C-83-2002), Determination of the modulus of elasticity (NMX c-128-1997), Determination of the modulus of elasticity (NMX C-128-1997), Determination of the tensile strength by diametral compression (NMX C-163-1997), Determination of the resistance to felulation (NMX C-191-2004), Determination of the contraction by drying (NMX C-173-1990). Results:
La presente solicitud puede ser más entendible y por completo en consideración de la siguiente descripción detallada de las secciones transversales para varias modalidades de la invención en conexión con los dibujos acompañantes, en los cuales:The present application may be more fully understood in consideration of the following detailed description of the cross sections for various embodiments of the invention in connection with the accompanying drawings, in which:
La FiG.1 es una gráfica de la geometría semi curva "A" óptima o similar, donde El eje de las "X" representa la distancia horizontal en metros desde el origen punto "0" hasta la linea de centro a la mitad del ancho de la vivienda, el eje de las "Y" representa la altura de la vivienda en metros desde el origen punto "0" (nivel de piso) .FiG.1 is a graph of the optimal or similar semi-curved "A" geometry, where the "X" axis represents the horizontal distance in meters from the origin point "0" to the center line at half the width of the house, the axis of the "Y" represents the height of the house in meters from the origin point "0" (floor level).
El punto "0" u origen se obtiene de la intersección de los ejes "X" y "Y", donde se indican las coordenadas "X" yThe point "0" or origin is obtained from the intersection of the "X" and "Y" axes, where the coordinates "X" and
"Y" mediante la nomenclatura tradicional de coordenadas cartesianas (X, Y), correspondiendo al origen "0" las coordenadas (0.00,0.00). (El eje de las "2" representa el fondo de la vivienda este es variable y sin cambios en su sección transversal por lo que se omitirá en estas descripciones por ser irrelevante) ."Y" through the traditional nomenclature of Cartesian coordinates (X, Y), corresponding to the origin "0" coordinates (0.00.0.00). (The axis of the "2" represents the bottom of the house this is variable and without changes in its cross section so it will be omitted in these descriptions because it is irrelevant).
La línea continua representa la geometría semi curva óptima o similar de la parte izquierda de la vivienda, siendo complementada con una sección similar dibujada en espejo tomando como eje la linea vertical del centro, como se indica en el dibujo de la figura 2a.The solid line represents the optimal or similar semi-curved geometry of the left part of the house, being complemented with a similar section drawn in mirror taking as an axis the vertical line of the center, as indicated in the drawing of figure 2a.
La geometría de la semi curva óptima o similar se compone de dos tramos rectos, la primer recta nace del origen punto "0"= (0.00, 0.00) al punto "Al"= (0.0947, 1.8801) con una longitud de 1.88 metros y un ángulo de 87.116° desde la horizontal y la segunda recta del punto "A2"= (0.6565, 2.5313) al punto "A3"= (3.00 , 3.00) con una longitud de 2.39 metros , estas rectas se conectan mediante una curva que inicia en el punto "Al"= (0.0947, 1.8801) y termina en el punto "A2"= (0.6565, 2.5313) esta curva semicircular o similar cuya descripción es la siguiente, radio=0.70 metros, longitud de curva de Lc=O.93 metros y ángulo interior delta de 75°48'24" (75 grados 48 minutos y 24 segundos) y con centro de la curva RA= (0.7938, 1.8449) .The geometry of the optimum or similar semi-curve is composed of two straight sections, the first straight line is born from the point "0" = (0.00, 0.00) to the point "Al" = (0.0947, 1.8801) with a length of 1.88 meters and an angle of 87,116 ° from the horizontal and the second straight line from point "A2" = (0.6565, 2.5313) to point "A3" = (3.00, 3.00) with a length of 2.39 meters, these lines are connected by a curve that starts at point "Al" = (0.0947, 1.8801) and end at point "A2" = (0.6565, 2.5313) this semicircular or similar curve whose description is as follows, radius = 0.70 meters, curve length of Lc = O. 93 meters and interior angle delta of 75 ° 48'24 "(75 degrees 48 minutes and 24 seconds) and with center of the curve RA = (0.7938, 1.8449).
La FIG.2 es una gráfica de las geometrías semi curvas "B" y "C" donde El eje de las "X" representa la distancia horizontal en metros desde el origen punto "0" hasta la linea de centro a la mitad del ancho de la vivienda, el eje de las "Y" representa la altura de la vivienda en metros desde el origen punto "0" (nivel de piso) , las líneas "B" y "C" punteadas representan las geometrías semi curvas de las partes izquierdas de la vivienda, siendo complementadas con una sección similar dibujada en espejo tomando como eje la linea de centro como se indica en el dibujo de la figura 2b.FIG. 2 is a graph of the semi-curved geometries "B" and "C" where the axis of the "X" represents the horizontal distance in meters from the origin point "0" to the center line at half the width of the house, the axis of the "Y" represents the height of the house in meters from the origin point "0" (floor level), the lines "B" and Dotted "C" represent the semi-curved geometries of the left parts of the house, being complemented by a similar section drawn in a mirror taking as its axis the center line as indicated in the drawing in Figure 2b.
Las líneas de la geometría "B" y la geometría "C" representan dos diferentes geometrías de semi curvas, que señalan los límites máximo y mínimo donde dentro de esos limites puede diseñarse opcionalmente otra geometría semi curva de acuerdo a las necesidades específicas de un diseño. Se indica achurada el área señalada entre la máxima geometría "C" y la mínima "geometría B" .The lines of the geometry "B" and the geometry "C" represent two different semi-curved geometries, which indicate the maximum and minimum limits where within those limits another semi-curved geometry can optionally be designed according to the specific needs of a design . The area indicated between the maximum geometry "C" and the minimum "geometry B" is indicated.
La geometría de la semi curva "B" o mínima se compone de dos tramos rectos, la primer recta nace del origen punto "0"= (0.00,0.00) al punto nBl"= (0.2027 , 1.6509) con una longitud de 1.66 metros y un ángulo de 83° desde la horizontal y la segunda recta del punto "B2"= (0.7602, 2.2520) al punto "B3"= (3.00 , 2.70) con una longitud de 2.28 metros , estas rectas se conectan mediante una curva que inicia en el punto "Bl"= (0.2027, 1.6509) y termina en el punto "B2"= (0.7602, 2.2520) esta curva semicircular o similar cuya descripción es la siguiente, radio=0.70 metros, longitud de curva de Ic=O.88 metros y angulo interior delta de 71°41"24" (71 grados 41 minutos y 24 segundos) y con centro de la curva RB= (0.8975, 1.5656) .The geometry of the semi-curve "B" or minimum is composed of two straight sections, the first line is born from the origin point "0" = (0.00.0.00) to the point n Bl "= (0.2027, 1.6509) with a length of 1.66 meters and an angle of 83 ° from the horizontal and the second straight from point "B2" = (0.7602, 2.2520) to point "B3" = (3.00, 2.70) with a length of 2.28 meters, these lines are connected by a curve which begins at the point "Bl" = (0.2027, 1.6509) and ends at the point "B2" = (0.7602, 2.2520) this semicircular curve or similar whose description is as follows, radius = 0.70 meters, curve length of Ic = O.88 meters and Delta interior angle of 71 ° 41 "24" (71 degrees 41 minutes and 24 seconds) and with center of the curve RB = (0.8975, 1.5656).
La geometría de la semi curva "C" se compone de dos tramos rectos, la primer recta nace del origen punto "0"=(0.00, 0.00) al punto "Cl"= (0.0293 , 1.6761) con una longitud de 1.68 metros y un ángulo de 89° desde la horizontal y la segunda recta del punto ΛλC2"= (1.1488, 2.9408) al punto "C3"= (3.00, 3.20) con una longitud de 1.87 metros , estas rectas se conectan mediante una curva que inicia en el punto "Cl"= ( 0.0293,1.6761) y termina en el punto "C2"= (1.1488, 2.9408) esta curva semicircular o similar cuya descripción es la siguiente, radio ra=1.30 metros, longitud de curva de Lc=I .84 metros y ángulo interior delta de 81°01'47" (81 grados 01 minutos y 47 segundos) y con centro de la curva RC= (1.3291, 1.6534) .The geometry of the semi-curve "C" is composed of two straight sections, the first straight line is born from the origin point "0" = (0.00, 0.00) to the point "Cl" = (0.0293, 1.6761) with a length of 1.68 meters and an angle of 89 ° from the horizontal and the second straight line of the point Λλ C2 "= (1.1488, 2.9408) to the point" C3 "= (3.00, 3.20) with a length of 1.87 meters, these lines are connected by a curve that starts at point "Cl" = (0.0293.1.6761) and end at point "C2" = (1.1488, 2.9408) this semicircular curve or similar whose description is as follows, radius ra = 1.30 meters, curve length of Lc = I .84 meters and interior angle delta of 81 ° 01'47 "(81 degrees 01 minutes and 47 seconds) and with center of the curve RC = (1.3291, 1.6534).
La FIG.3 representa modelos de viviendas o similar de geometría semi curva óptima o similar, con y sin volado lateral .FIG. 3 represents housing models or the like of semi-optimal geometry or similar, with and without lateral ruffle.
Ej emplos Los siguientes ejemplo tienen la finalidad de ilustra la invención, no de limitarla, cualquier variación cae dentro del alcance de la misma. Ejemplo UNO: Casa constriida utilizando moldes: Paso 1, preparación de la superficie, cimentación, armado y colado del concreto, dejando varillas en los perímetros de las paredes para anclaje, salidas del firme de cuarenta a ochenta centrimetros o más,- paso 2, colocación del molde y cimbrado o apuntalado del mismo; paso 3, colocación y sujesión de las mallas a las variilas,- paso 4, colocación de marcos de ventanas y puertas; paso 5, aplicación del mortero con grosor de dos a cinco pulgadas o más; paso 6, afine de las superficies exteriores; paso, 7, retiro o remoción del molde; paso 8, afine del mortero interior. Se fabrican casa como lo indica el procedimiento, Ejemplo DOS: Casa constriida utilizando paneles: Paso 1, preparación de la superficie, cimentación, armado y colado del concreto, dejando varillas en los perímetros de- las paredes para anclaje, salidas del firme de cuarenta a ochenta centrimetros o más; paso 2, colocación de los paneles y cimbrado o apuntalado del mismo,- paso 3, colocación de marcos de ventanas y puertas; paso 4, aplicación del mortero con grosor de una a dos pulgadas o más en el interior; paso 5, aplicación del mortero con grosor de una a dos pulgadas o más en el exterior; paso 6, afine de las superficies exteriores e interiores. Se fabrican casa como lo indica el procedimiento, Se hace constar que con relación a esta fecha, el mejor método conocido por el solicitante para llevar a la práctica la citada invención, es el que resulta claro de la presente descripción de la invención. Ex emplos The following examples are intended to illustrate the invention, not to limit it, any variation falls within the scope thereof. Example ONE: House built using molds: Step 1, surface preparation, foundation, assembly and casting of concrete, leaving rods on the perimeters of the walls for anchoring, firm exits from forty to eighty centimeters or more, - step 2, mold placement and bending or shoring; step 3, placement and fastening of the meshes to the variilas, - step 4, placement of window and door frames; step 5, application of the mortar with a thickness of two to five inches or more; Step 6, refine the outer surfaces; step, 7, removal or removal of the mold; Step 8, tune the inner mortar. House is manufactured as indicated by the procedure, Example TWO: House built using panels: Step 1, surface preparation, foundation, assembly and casting of concrete, leaving rods on the perimeters of the walls for anchoring, exits from the fortress to eighty centrimeters or more; step 2, placement of the panels and bending or shoring thereof, - step 3, placement of window and door frames; step 4, application of the mortar with a thickness of one to two inches or more inside; step 5, application of the mortar with thickness of one to two inches or more on the outside; Step 6, refine the outer and inner surfaces. They are manufactured home as indicated by the procedure. It is noted that in relation to this date, the best method known by the applicant to implement said invention is that which is clear from the present description of the invention.
Claims
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| MX2008008547A MX2008008547A (en) | 2008-06-30 | 2008-06-30 | Dwellings or similar made from ferrocement and having optimum semi-circular shapes or similar based on mortars and/or lightweight structural mortar and/or cellular mortar, and construction method. |
| MXMX/A/2008/008547 | 2008-06-30 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010002233A1 true WO2010002233A1 (en) | 2010-01-07 |
Family
ID=41466156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/MX2009/000056 Ceased WO2010002233A1 (en) | 2008-06-30 | 2009-06-11 | Dwellings or similar made from ferrocement and having optimum semi-circular shapes or similar based on mortars and/or lightweight structural mortar and/or cellular mortar, and construction method |
Country Status (2)
| Country | Link |
|---|---|
| MX (1) | MX2008008547A (en) |
| WO (1) | WO2010002233A1 (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4565661A (en) * | 1980-12-29 | 1986-01-21 | Michienzi Giacomo F | Method of molding a shelter structure |
| WO1989000102A1 (en) * | 1987-07-07 | 1989-01-12 | Robert Fondiller | Method and apparatus for the construction of a low cost structure |
| US5706620A (en) * | 1992-05-29 | 1998-01-13 | Royal Building Systems (Cdn) Limited | Thermoplastic structural system and components therefor and method of making same |
| WO2009078692A1 (en) * | 2007-12-14 | 2009-06-25 | Instituto Tecnológico y de Estudios Superiores de Monterrey | Construction system and method based on re-usable moulds for a formwork having a special semicurved shape |
-
2008
- 2008-06-30 MX MX2008008547A patent/MX2008008547A/en not_active Application Discontinuation
-
2009
- 2009-06-11 WO PCT/MX2009/000056 patent/WO2010002233A1/en not_active Ceased
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4565661A (en) * | 1980-12-29 | 1986-01-21 | Michienzi Giacomo F | Method of molding a shelter structure |
| WO1989000102A1 (en) * | 1987-07-07 | 1989-01-12 | Robert Fondiller | Method and apparatus for the construction of a low cost structure |
| US5706620A (en) * | 1992-05-29 | 1998-01-13 | Royal Building Systems (Cdn) Limited | Thermoplastic structural system and components therefor and method of making same |
| WO2009078692A1 (en) * | 2007-12-14 | 2009-06-25 | Instituto Tecnológico y de Estudios Superiores de Monterrey | Construction system and method based on re-usable moulds for a formwork having a special semicurved shape |
Also Published As
| Publication number | Publication date |
|---|---|
| MX2008008547A (en) | 2010-01-14 |
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