WO2016009411A1 - Adaptable industrial construction system with natural air-conditioning - Google Patents
Adaptable industrial construction system with natural air-conditioning Download PDFInfo
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- WO2016009411A1 WO2016009411A1 PCT/IB2015/055451 IB2015055451W WO2016009411A1 WO 2016009411 A1 WO2016009411 A1 WO 2016009411A1 IB 2015055451 W IB2015055451 W IB 2015055451W WO 2016009411 A1 WO2016009411 A1 WO 2016009411A1
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- Prior art keywords
- open
- perforations
- profile
- fastening
- open profile
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Classifications
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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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
-
- 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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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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
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
- E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
Definitions
- the present invention is related to industrialized civil constructions, specifically those corresponding to constructions for residential purposes with natural air conditioning and removable for their transfer and subsequent assembly. Description of the state of the art
- Patent document ES 2328201 When disclosing a system of industrialized self-construction modular and heated by natural ventilation, which is characterized by using columns and beams that are joined by means of configuration nodes according to the geometry of the beam and the column.
- Patent document US8635822 B2 discloses a system of construction of ventilated structural panels.
- the different configurations described in the patent correspond to two sheets that include a matrix formed by separate structured elements.
- the structural elements are commonly rigid bars and form the matrix by having a group of rigid bars in parallel, and another group of rigid bars in parallel are located perpendicular to the first group of rigid bars.
- rigid bars are I profiles with perforations along the core of the I profile.
- the sheets are coupled to the side and side of the die.
- the present invention corresponds to a lightweight, removable and reusable construction system.
- the construction system consists of an open profile structure and a closed profile structure, held together by fasteners through perforations comprising the profiles.
- the construction system is fixed to leveling bases (16), or flat surfaces.
- the open profile structures there is the structure of open profiles with perforations for fastening on the faces of the open profiles, the open profiles are articulated with each other by means of a stiffener fixed to the internal faces of the open profiles.
- the open profile structures are columns and beams.
- closed profile structures are the closed profile structure with perforations for clamping and perforations for installations on the faces of the closed profile; which is called load structure.
- the open profile structure of an open profile with perforations for clamping and perforations for installations on the faces of the open profile; which is called a belt.
- open profile structure of an open profile with perforations for fastening on the faces of the open profile.
- These structures are called knot and belt knot.
- the fasteners are bolts, although they can be flanges protruding from the profiles, which when articulated between them hold the components of the invention. Description of the figures
- FIG. Illustrates a leveling base.
- FIG. Illustrates a modality of the load structure.
- FIG 3. Illustrates an embodiment of the loading structure with stage at the ends of the closed profile.
- FIG 4. Illustrates some forms that may have of the cross section of the load structure.
- FIG. Illustrates a column.
- FIG 6. Illustrates some shapes it can have of the cross section of the column.
- FIG 7. Illustrates a modality of the beam.
- FIG 8. Illustrates a modality of the beam with connecting tube at the ends of the open profiles.
- FIG 9. Illustrates a mode of the belt.
- FIG 10. Illustrates an embodiment of the belt with platen at the ends of the open profile.
- FIG 11. Illustrates a knot.
- FIG 12. Illustrates a belt knot.
- FIG 13. Illustrates the fixing of the leveling base.
- FIG 14. Illustrates the articulation between a column with a leveling base.
- FIG 15. Illustrates the articulation between columns, leveling bases and load structures.
- FIG 16. Illustrates the articulation of the components for the conformation of floor frame and roof frame.
- FIG. Illustrates the arrangement of coatings.
- FIG 18. Illustrates a modality of the fasteners corresponding to the tabs.
- the present invention corresponds to a removable and reusable construction system.
- the construction system consists of open profile structures and closed profile structures, held together by fasteners through perforations comprising the profiles.
- the construction system is fixed to leveling bases (16), or flat surfaces.
- the leveling base (16) is made up of a screw (2), to which a plate (1) is fixed at one of its ends.
- the stage (1) comprises holes (4), through which the leveling base (16) is fixed to a surface.
- the leveling base (16) also comprises a capital plate (3) which is rotated in the screw (2) and therefore moves. To rotate the capital plate (3), the leveling base (16) comprises a thread (5).
- the closed profile structure is formed by a load structure (18).
- the load structure (18) is formed by a closed profile (12).
- the perforations for installations (8) and the perforations for fastening (9) are located.
- the perforations for installations (8) are located in the central area of the faces of the closed profile (12), and the perforations for fastening (9) at the ends of the faces of the closed profile (12).
- the perforations for installations (8) have the function of allowing the passage of the different installations required in a construction system such as electrical installations, water pipelines, sewage pipelines, rainwater pipelines, among others, additionally allows air flow .
- the perforations for fastening (9) have the function of allowing the loading structure (18) to be secured with the other components of the construction system.
- the loading structure (18) comprises a stage (7) fixed by each end of the closed profile (12).
- the stage (7) includes perforations for installations (8) and perforations for fastening (9).
- the perforations for installations (8) and the perforations for fastening (9) are located.
- the cross section of the load structure (18) can be variable.
- Some of the illustrated sections correspond to:
- the column (17) is made up of open profiles (6) preferably positioned parallel to each other.
- the illustration in FIG 5, corresponds to a column of four open profiles (6) of cross section in the form of 'L'.
- the perforations for fastening (9) are located.
- the perforations for clamping (9) are located at the ends of each open profile (6).
- the open profiles are articulated with each other by means of stiffeners (10).
- the internal faces of the open profiles (6) are fixed to the stiffeners (10).
- plates (7) are fixed.
- the stage (7) includes perforations for installations (8) and perforations for fastening (9).
- the cross section of the column (17) can be variable.
- Some of the illustrated sections correspond to:
- the beam (19) consists of two open profiles (6).
- the illustration in FIG 7 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C preferably positioned parallel to each other.
- the perforations for fastening (9) are located along each open profile (6) and on the faces thereof.
- the perforations for clamping (9) are located at the ends of each open profile (6).
- the open profiles (6) are articulated with each other by means of stiffeners (10).
- the internal faces of the open profiles (6) are fixed to the stiffeners (10).
- the beam (19) comprises a connecting tube (13) fixed at the ends of the open profiles (6).
- Each connecting tube (13) comprises perforations for clamping (9).
- the illustration in FIG 8 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C, preferably positioned parallel to each other.
- the perforations for fastening (9) are located.
- the open profiles are articulated with each other by means of stiffeners (10).
- the internal faces of the open profiles (6) are fixed to the stiffeners (10).
- the stiffener (10) can be a closed profile (12) of shorter length than the open profiles (6).
- the stiffener (10) can also be a solid body. The function of the stiffener (10) is to prevent deformation of open profiles when they are loaded and therefore maintain the stiffness of the open profile structure.
- the connecting tube (13) can be a closed profile (12) of shorter length than the open profiles (6).
- the connecting tube (13) can also be a solid body.
- the function of the connecting tube (13), for this type of beam (19), is to serve as a connecting element between said beam and the column (17).
- the belts (20) are formed of an open profile (6), specifically in the illustration of FIG 9, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face.
- the perforations for fastening (9) and perforations for installations (8) are located.
- the belts (20) comprise a stage (7) fixed at each end of the open profile (6).
- the plates (7) have clamping holes (9).
- the nodes (21) are formed of an open profile (6), specifically in the illustration of FIG 11, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face. On each side of the open profile (6), the perforations for fastening (9) are located.
- the belt knots (22) are formed by an open profile (6), preferably with two faces, which are perpendicular to each other. On each side of the open profile (6), the perforations for fastening (9) are located.
- the perforations for fastening (9) comprise tabs (11) that protrude from the open profiles (6) or closed profiles (12), which when articulated between them hold the components of the invention.
- the fastening of the components of the invention is carried out through the articulation of the flanges (11), and therefore the use of fasteners (23) is not necessary.
- drilling is understood as any hole that dares a face of the open profile (6) or closed profile (12), hole that comprises or not a flange (11).
- the fasteners (23) are nuts and bolts, bolts and the like.
- the leveling base (16) is fixed to a surface, which can be ground or a flat base.
- the fixing is done by fasteners (23) which pass through the holes (4) of the stage (1), fixing the leveling base (16) to the surface.
- the fasteners (23) are preferably nuts and bolts.
- For fixing the leveling base (16) they are preferably bolts of expansive shafts.
- the columns (17) are articulated with the leveling bases (16), for this purpose the plate (7) of the column (17) and the capital plate (3) of the leveling base (16) are fixed by means of fasteners (23) that pass through the perforations for fastening (9) of the column (17).
- fasteners (23) that pass through the perforations for fastening (9) of the column (17).
- load structures (18) are articulated, by means of fasteners (23) through the fastening holes (9) comprising the components, preferably the articulation of the structures loading (18) and columns (17), is made between the ends of these components, however it can be done along the components.
- load structures (18) are used.
- the articulation between load structures (18) is carried out by means of knots (21), through fasteners (23) that pass the perforations for fastening (9) of the three components.
- the load structures (18) are arranged between the load structures (18) located at the lower end of the columns (17), as seen in FIG 16.
- the floor frame is formed by the articulation by means of clamping elements of columns (17), knots (21) and load structures (18).
- the floor frame is formed by the articulation by means of fastening elements of columns (17), beams (19), knots (21) and load structures (18).
- the channels of the collaborating sheet (14) are oriented perpendicular to the load structures (18), although they can describe an angle with respect to the load structures greater than 0 or less than or equal to 90 °, and on the collaborating sheet (14) the coating sheet (15) is arranged.
- belts (20) are used.
- the articulation of the belts (20) to the load structure (18), according to FIG 16, is done through the belt knots (22).
- fasteners (23) are used that pass through the holes for fastening (9). ).
- the belts (20) are arranged between the load structures (18) located at the upper end of the columns (17), as seen in FIG 17.
- the roof frame is formed by the articulation by means of fastening elements of columns (17), belt knots (22), belts (20) and load structures (18).
- the ceiling frame is formed by the articulation by means of fastening elements of columns (17), beams (19), belt knots (22) and belts (20).
- cover sheets (15) are arranged side by side and side of the belts (20), which together act as a roof for construction.
- a single cover sheet (15) can be arranged on the upper part of the straps (20).
- side and side of the wall frame is provided with cover sheet (15).
- the wall frame is formed by the articulation by means of fastening elements of columns (17) and beams (19).
- the arrangement of cladding sheets (15) on the side and side of the wall frame and ceiling frame, allows air or other fluid to flow between the cladding sheets (15) which in turn passes through the perforations for installations ( 8) and the space between open profiles (6) of the column (17) and the beams (19), offering a natural cooling mechanism of the construction.
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Abstract
Description
SISTEMA DE CONSTRUCCIÓN INDUSTRIAL ADAPTABLE, CON ADAPTABLE INDUSTRIAL CONSTRUCTION SYSTEM, WITH
CLIMATIZACIÓN NATURAL NATURAL CLIMATIZATION
Campo de la invención Field of the Invention
El presente invento está relacionado con las construcciones civiles industrializadas, específicamente las correspondientes a construcciones para fines habitacionales con climatización natural y desmontables para su traslado y posterior armado. Descripción del estado del arte The present invention is related to industrialized civil constructions, specifically those corresponding to constructions for residential purposes with natural air conditioning and removable for their transfer and subsequent assembly. Description of the state of the art
Las construcciones industrializadas se originaron con el propósito de construir resguardos en grandes cantidades, de manera rápida, precisa y de bajo costo. Incluso tienen sus orígenes desde antes que comenzara la revolución industrial, surgieron de las necesidades propias del ser humano y se desarrollaron en principio en situaciones ajenas a la propia construcción, como consecuencia de las colonias extranjeras, los campamentos militares, los estragos de las guerras, la explotación minera, los desastres naturales o los asentamientos de emergencia. Industrialized constructions originated with the purpose of constructing guards in large quantities, quickly, accurately and inexpensively. They even have their origins from before the industrial revolution began, they arose from the needs of the human being and developed in principle in situations outside the construction itself, as a consequence of foreign colonies, military camps, the ravages of wars, mining, natural disasters or emergency settlements.
En la actualidad existen varios sistemas de constructivos industriales, tales como los publicados en las patentes ES 2328201 Al (solicitada por el inventor de la presente invención) y US8635822 B2. There are currently several systems of industrial constructives, such as those published in patents ES 2328201 Al (requested by the inventor of the present invention) and US8635822 B2.
El documento de patente ES 2328201 Al divulga un sistema de autoconstrucción industrializada modular y climatizada por ventilación natural, que se caracteriza por utilizar columnas y vigas que se unen mediante nudos de configuración acorde a la geometría de la viga y la columna. Patent document ES 2328201 When disclosing a system of industrialized self-construction modular and heated by natural ventilation, which is characterized by using columns and beams that are joined by means of configuration nodes according to the geometry of the beam and the column.
El documento de patente US8635822 B2 divulga un sistema de construcción de paneles estructurales ventilados. Las distintas configuraciones descritas en la patente corresponden a dos láminas que entre ellas se encuentra una matriz conformada por elementos estructurados separados. Los elementos estructurales comúnmente son barras rígidas y configuran la matriz al haber un grupo de barras rígidas en paralelo, y otro grupo de barras rígidas en paralelo se ubican perpendicularmente al primer grupo de barras rígidas. En una modalidad de la invención, las barras rígidas son perfiles en I con perforaciones a lo largo del alma del perfil en I. Las láminas son acopladas a lado y lado de la matriz. Patent document US8635822 B2 discloses a system of construction of ventilated structural panels. The different configurations described in the patent correspond to two sheets that include a matrix formed by separate structured elements. The structural elements are commonly rigid bars and form the matrix by having a group of rigid bars in parallel, and another group of rigid bars in parallel are located perpendicular to the first group of rigid bars. In one embodiment of the invention, rigid bars are I profiles with perforations along the core of the I profile. The sheets are coupled to the side and side of the die.
En la actualidad existen numerosos tipos de construcciones industrializadas que se caracterizan, entre otras cosas, por venir total o parcialmente ensamblados desde fábrica, pero no proveen medios de sujeción al terreno donde se ensamblan, y por dejar el aislamiento término sólo a la aplicación de materiales aislantes, a la ventilación por puertas y ventanas o al uso de aparatos de calefacción y/o refrigeración. No se conoce ningún sistema de construcción industrializado que pueda ser trasladado, montado y desmontado en su totalidad con medios sencillos por el propio destinatario in situ y que además ofrezca un sistema de climatización por medios naturales. También se observa que los distintos sistemas de adaptación y/o anclaje al terreno son rígidos, de modo que para su instalación se hacen indispensables obras adicionales de nivelación y cimentación en el terreno donde se instalarán. En realidad se percibe la sujeción y nivelación en el terreno como una situación previa o ajena a la propia construcción industrializada. At present there are numerous types of industrialized constructions that are characterized, among other things, for coming totally or partially assembled from the factory, but they do not provide means of attachment to the land where they are assembled, and for leaving the term insulation only to the application of materials insulators, to ventilation by doors and windows or to the use of heating and / or cooling devices. There is no known industrialized construction system that can be moved, assembled and disassembled in its entirety with simple means by the on-site addressee himself and also offers an air conditioning system by natural means. It is also observed that the different systems of adaptation and / or anchorage to the ground are rigid, so that for their installation additional works of leveling and foundation are essential in the land where they will be installed. In fact, the subjection and leveling in the land is perceived as a previous situation or outside the industrialized construction itself.
Tampoco se observa en los distintos modelos de construcciones industrializadas que existen en la actualidad un sistema de aislamiento término satisfactorio. El método de aislamiento más utilizado consiste en la aplicación de materiales aislantes sobre las superficies de las paredes, confiando la regulación de la temperatura a las puertas y ventanas, o a los sistemas de calefacción y/o aire acondicionado que pueda instalar el usuario, considerando estas soluciones como suficientes. Nor is it observed in the different industrialized construction models that there is currently a satisfactory term insulation system. The most commonly used method of insulation is the application of insulating materials on the surfaces of the walls, trusting the temperature regulation to the doors and windows, or to the heating and / or air conditioning systems that the user can install, considering these Solutions as enough.
No se observa ningún único sistema que pueda combinar las características de poderse montar de manera manual, que sea adaptable a situaciones de variabilidad de usos, topografía y clima, y que además incorpore mecanismos de climatización natural. There is no single system that can combine the characteristics of being able to be mounted manually, that is adaptable to situations of variability of uses, topography and climate, and that also incorporates natural air conditioning mechanisms.
Breve descripción Short description
La presente invención corresponde a un sistema constructivo liviano, desmontable y reutilizable. The present invention corresponds to a lightweight, removable and reusable construction system.
El sistema constructivo se conforma de estructura de perfil abierto y estructura de perfil cerrado, sujetadas entre sí por elementos de sujeción a través de perforaciones que comprenden los perfiles. El sistema constructivo es fijado a bases niveladoras (16), o superficies planas. The construction system consists of an open profile structure and a closed profile structure, held together by fasteners through perforations comprising the profiles. The construction system is fixed to leveling bases (16), or flat surfaces.
Entre las estructuras de perfil abierto, se encuentra la estructura de perfiles abiertos con perforaciones para sujeción en las caras de los perfiles abiertos, los perfiles abiertos se articulan entre sí por medio de un rigidizador fijado a las caras internas de los perfiles abiertos. Las estructuras de perfiles abiertos son las columnas y las vigas. Among the open profile structures, there is the structure of open profiles with perforations for fastening on the faces of the open profiles, the open profiles are articulated with each other by means of a stiffener fixed to the internal faces of the open profiles. The open profile structures are columns and beams.
Entre las estructuras de perfil cerrado se encuentra la estructura de perfil cerrado con perforaciones para sujeción y perforaciones para instalaciones en las caras del perfil cerrado; a la cual se le denomina estructura de carga. Among the closed profile structures is the closed profile structure with perforations for clamping and perforations for installations on the faces of the closed profile; which is called load structure.
Entre las estructuras de perfil abierto, se encuentra la estructura de perfil abierto de un perfil abierto con perforaciones para sujeción y perforaciones para instalaciones en las caras del perfil abierto; a la cual se le denomina correa. Among the open profile structures, there is the open profile structure of an open profile with perforations for clamping and perforations for installations on the faces of the open profile; which is called a belt.
Entre las estructuras de perfil abierto, se encuentra la estructura de perfil abierto de un perfil abierto con perforaciones para sujeción en las caras del perfil abierto. Estas estructuras son las denomina nudo y nudo de correa. Among the open profile structures, there is the open profile structure of an open profile with perforations for fastening on the faces of the open profile. These structures are called knot and belt knot.
Preferiblemente los elementos de sujeción son pernos, aunque pueden ser pestañas que sobresalen de los perfiles, que al articulase entre ellas sujetan los componentes de la invención. Descripción de las figuras Preferably the fasteners are bolts, although they can be flanges protruding from the profiles, which when articulated between them hold the components of the invention. Description of the figures
FIG 1. Ilustra una base niveladora. FIG 1. Illustrates a leveling base.
FIG 2. Ilustra una modalidad de la estructura de carga. FIG 2. Illustrates a modality of the load structure.
FIG 3. Ilustra una modalidad de la estructura de carga con platina en los extremos del perfil cerrado. FIG 3. Illustrates an embodiment of the loading structure with stage at the ends of the closed profile.
FIG 4. Ilustra algunas formas que puede tener de la sección transversal de la estructura de carga. FIG 4. Illustrates some forms that may have of the cross section of the load structure.
FIG 5. Ilustra una columna. FIG 5. Illustrates a column.
FIG 6. Ilustra algunas formas que puede tener de la sección transversal de la columna. FIG 7. Ilustra una modalidad de la viga. FIG 6. Illustrates some shapes it can have of the cross section of the column. FIG 7. Illustrates a modality of the beam.
FIG 8. Ilustra una modalidad de la viga con tubo de unión en los extremos de los perfiles abiertos. FIG 8. Illustrates a modality of the beam with connecting tube at the ends of the open profiles.
FIG 9. Ilustra una modalidad de la correa. FIG 9. Illustrates a mode of the belt.
FIG 10. Ilustra una modalidad de la correa con platina en los extremos del perfil abierto. FIG 10. Illustrates an embodiment of the belt with platen at the ends of the open profile.
FIG 11. Ilustra un nudo. FIG 11. Illustrates a knot.
FIG 12. Ilustra un nudo de correa. FIG 12. Illustrates a belt knot.
FIG 13. Ilustra la fijación de la base niveladora. FIG 13. Illustrates the fixing of the leveling base.
FIG 14. Ilustra la articulación entre una columna con una base niveladora. FIG 14. Illustrates the articulation between a column with a leveling base.
FIG 15. Ilustra la articulación entre columnas, bases niveladoras y estructuras de carga.FIG 15. Illustrates the articulation between columns, leveling bases and load structures.
FIG 16. Ilustra la articulación de los componentes para la conformación de marco para piso y marco para techo. FIG 16. Illustrates the articulation of the components for the conformation of floor frame and roof frame.
FIG 17. Ilustra la disposición de revestimientos. FIG 17. Illustrates the arrangement of coatings.
FIG 18. Ilustra una modalidad de los elementos de sujeción correspondiente a las pestañas. FIG 18. Illustrates a modality of the fasteners corresponding to the tabs.
Descripción detallada Detailed description
La presente invención corresponde a un sistema constructivo desmontable y reutilizable. El sistema constructivo se conforma de estructuras de perfil abierto y estructuras de perfil cerrado, sujetadas entre sí por elementos de sujeción a través de perforaciones que comprenden los perfiles. El sistema constructivo es fijado a bases niveladoras (16), o superficies planas. The present invention corresponds to a removable and reusable construction system. The construction system consists of open profile structures and closed profile structures, held together by fasteners through perforations comprising the profiles. The construction system is fixed to leveling bases (16), or flat surfaces.
Acorde a la FIG 1, la base niveladora (16) se conforma de un tornillo (2), al cual en uno de sus extremos se fija una platina (1). La platina (1) comprende agujeros (4), a través de los cuales se fija la base niveladora (16) a una superficie. La base niveladora (16) también comprende una platina de capitel (3) la cual se gira en el tornillo (2) y por consiguiente se desplaza. Para girar la platina de capitel (3), la base niveladora (16) comprende una rosca (5). According to FIG 1, the leveling base (16) is made up of a screw (2), to which a plate (1) is fixed at one of its ends. The stage (1) comprises holes (4), through which the leveling base (16) is fixed to a surface. The leveling base (16) also comprises a capital plate (3) which is rotated in the screw (2) and therefore moves. To rotate the capital plate (3), the leveling base (16) comprises a thread (5).
La estructura de perfil cerrado se conforma por una estructura de carga (18). The closed profile structure is formed by a load structure (18).
Acorde a la FIG 2, la estructura de carga (18) es conformada por un perfil cerrado (12). A lo largo del perfil cerrado (12) y en las caras del mismo, se localizan las perforaciones para instalaciones (8) y las perforaciones para sujeción (9). Preferiblemente, las perforaciones para instalaciones (8) se localizan en la zona central de las caras del perfil cerrado (12), y las perforaciones para sujeción (9) en los extremos de las caras del perfil cerrado (12). Las perforaciones para instalaciones (8) tienen por función permitir el paso de las distintas instalaciones requeridas en un sistema constructivo como son instalaciones eléctricas, ductos de agua, ductos de aguas negras, ductos de agua lluvias, entre otras, adicionalmente permite el flujo de aire. Las perforaciones para sujeción (9) tienen por función permitir la sujeción de la estructura de carga (18) con los demás componentes del sistema constructivo. According to FIG 2, the load structure (18) is formed by a closed profile (12). Along the closed profile (12) and on the faces thereof, the perforations for installations (8) and the perforations for fastening (9) are located. Preferably, the perforations for installations (8) are located in the central area of the faces of the closed profile (12), and the perforations for fastening (9) at the ends of the faces of the closed profile (12). The perforations for installations (8) have the function of allowing the passage of the different installations required in a construction system such as electrical installations, water pipelines, sewage pipelines, rainwater pipelines, among others, additionally allows air flow . The perforations for fastening (9) have the function of allowing the loading structure (18) to be secured with the other components of the construction system.
En todos los componentes que comprendan perforaciones para instalaciones (8) y perforaciones para sujeción (9), las funciones de estas perforaciones serán las mismas a las descritas anteriormente. In all components that include perforations for installations (8) and perforations for clamping (9), the functions of these perforations will be the same as those described above.
Acorde con la FIG 3, en una modalidad de la invención, la estructura de carga (18) comprende una platina (7) fijada por cada extremo del perfil cerrado (12). La platina (7) comprende perforaciones para instalaciones (8) y perforaciones para sujeción (9). A lo largo del perfil cerrado (12) y en las caras del mismo, se localizan las perforaciones para instalaciones (8) y las perforaciones para sujeción (9). According to FIG 3, in one embodiment of the invention, the loading structure (18) comprises a stage (7) fixed by each end of the closed profile (12). The stage (7) includes perforations for installations (8) and perforations for fastening (9). Along the closed profile (12) and on the faces thereof, the perforations for installations (8) and the perforations for fastening (9) are located.
Acorde con la FIG 4, la sección transversal de la estructura de carga (18) puede ser variable. Algunas de las secciones ilustradas corresponden a: According to FIG 4, the cross section of the load structure (18) can be variable. Some of the illustrated sections correspond to:
- estructura de carga de sección cuadrada (18a); - load structure of square section (18a);
- estructura de carga de sección triangular con aristas chaflanadas (18b); - triangular section load structure with chamfered edges (18b);
- estructura de carga de sección pentagonal (18c); y, - load structure of pentagonal section (18c); Y,
- estructura de carga de sección hexagonal (18d). - loading structure of hexagonal section (18d).
Entre las estructuras de perfil abierto se encuentran las columnas (17), vigas (19), correas (20), nudos (21) y nudos de correas (22). Among the open profile structures are columns (17), beams (19), belts (20), knots (21) and belt knots (22).
Acorde con la FIG 5, la columna (17) se conforma de perfiles abiertos (6) posicionados preferiblemente en paralelo entre ellos. Específicamente, la ilustración de la FIG 5, corresponde a una columna de cuatro perfiles abiertos (6) de sección transversal en forma de 'L' . A lo largo del perfil abierto (6) y en las caras del mismo, se localizan las perforaciones para sujeción (9). Preferiblemente, las perforaciones para sujeción (9) se localizan en los extremos de cada perfil abierto (6). Los perfiles abiertos se articulan entre sí por medio de rigidizadores (10). Las caras internas de los perfiles abiertos (6) se fijan a los rigidizadores (10). En los extremos de los perfiles abiertos (6) se fijan platinas (7). La platina (7) comprende perforaciones para instalaciones (8) y perforaciones para sujeción (9). According to FIG 5, the column (17) is made up of open profiles (6) preferably positioned parallel to each other. Specifically, the illustration in FIG 5, corresponds to a column of four open profiles (6) of cross section in the form of 'L'. Along the open profile (6) and on the faces thereof, the perforations for fastening (9) are located. Preferably, the perforations for clamping (9) are located at the ends of each open profile (6). The open profiles are articulated with each other by means of stiffeners (10). The internal faces of the open profiles (6) are fixed to the stiffeners (10). At the ends of the open profiles (6) plates (7) are fixed. The stage (7) includes perforations for installations (8) and perforations for fastening (9).
Acorde con la FIG 6, la sección transversal de la columna (17) puede ser variable. Algunas de las secciones ilustradas corresponden a: According to FIG 6, the cross section of the column (17) can be variable. Some of the illustrated sections correspond to:
- estructura de carga de sección cuadrada (17a); - load structure of square section (17a);
- estructura de carga de sección triangular con aristas chaflanadas (17b); - triangular section load structure with chamfered edges (17b);
- estructura de carga de sección pentagonal (17c); y, - load structure of pentagonal section (17c); Y,
- estructura de carga de sección hexagonal (17d). - loading structure of hexagonal section (17d).
Acorde con la FIG 7, la viga (19) se conforma de dos perfiles abiertos (6). Específicamente, la ilustración de la FIG 7, corresponde a una viga (19) de dos perfiles abiertos (6) de sección transversal en forma de 'C posicionados preferiblemente en paralelo entre ellos. A lo largo de cada perfil abierto (6) y en las caras del mismo, se localizan las perforaciones para sujeción (9). Preferiblemente, las perforaciones para sujeción (9) se localizan en los extremos de cada perfil abierto (6). Los perfiles abiertos (6) se articulan entre sí por medio de rigidizadores (10). Las caras internas de los perfiles abiertos (6) se fijan a los rigidizadores (10). According to FIG 7, the beam (19) consists of two open profiles (6). Specifically, the illustration in FIG 7 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C preferably positioned parallel to each other. Along each open profile (6) and on the faces thereof, the perforations for fastening (9) are located. Preferably, the perforations for clamping (9) are located at the ends of each open profile (6). The open profiles (6) are articulated with each other by means of stiffeners (10). The internal faces of the open profiles (6) are fixed to the stiffeners (10).
Acorde con la FIG 8, en una modalidad de la invención, la viga (19) comprende un tubo de unión (13) fijado en los extremos de los perfiles abiertos (6). Cada tubo de unión (13) comprende perforaciones para sujeción (9). Específicamente, la ilustración de la FIG 8, corresponde a una viga (19) de dos perfiles abiertos (6) de sección transversal en forma de 'C, posicionados preferiblemente en paralelo entre ellos. A lo largo de cada perfil abierto (6) y en las caras del mismo, se localizan las perforaciones para sujeción (9). Los perfiles abiertos se articulan entre sí por medio de rigidizadores (10). Las caras internas de los perfiles abiertos (6) se fijan a los rigidizadores (10). According to FIG 8, in one embodiment of the invention, the beam (19) comprises a connecting tube (13) fixed at the ends of the open profiles (6). Each connecting tube (13) comprises perforations for clamping (9). Specifically, the illustration in FIG 8 corresponds to a beam (19) of two open profiles (6) of cross-section in the form of 'C, preferably positioned parallel to each other. Along each open profile (6) and on the faces thereof, the perforations for fastening (9) are located. The open profiles are articulated with each other by means of stiffeners (10). The internal faces of the open profiles (6) are fixed to the stiffeners (10).
El rigidizador (10) puede ser un perfil cerrado (12) de menor longitud que los perfiles abiertos (6). El rigidizador (10) también puede ser un cuerpo sólido. La función del rigidizador (10) es evitar la deformación de los perfiles abiertos cuando se someten a carga y por consiguiente mantener la rigidez de la estructura de perfil abierto. The stiffener (10) can be a closed profile (12) of shorter length than the open profiles (6). The stiffener (10) can also be a solid body. The function of the stiffener (10) is to prevent deformation of open profiles when they are loaded and therefore maintain the stiffness of the open profile structure.
El tubo de unión (13) puede ser un perfil cerrado (12) de menor longitud que los perfiles abiertos (6). El tubo de unión (13) también puede ser un cuerpo sólido. La función del tubo de unión (13), para este tipo de viga (19), es la servir de elemento de unión entre dicha viga y la columna (17). The connecting tube (13) can be a closed profile (12) of shorter length than the open profiles (6). The connecting tube (13) can also be a solid body. The function of the connecting tube (13), for this type of beam (19), is to serve as a connecting element between said beam and the column (17).
Acorde con la FIG 9, las correas (20) se conforman de un perfil abierto (6), específicamente en la ilustración de la FIG 9, el perfil abierto (6) es de sección transversal en forma de 'C, es decir, tiene tres caras, de las cuales dos son paralelas entre sí, y perpendiculares a una tercera cara. A lo largo del perfil abierto (6) y en las caras del mismo, se localizan las perforaciones para sujeción (9) y perforaciones para instalaciones (8). In accordance with FIG 9, the belts (20) are formed of an open profile (6), specifically in the illustration of FIG 9, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face. Along the open profile (6) and in the faces thereof, the perforations for fastening (9) and perforations for installations (8) are located.
Acorde con la FIG 10, en una modalidad de la invención, las correas (20) comprenden una platina (7) fijada en cada uno de los extremos del perfil abierto (6). Las platinas (7) tienen perforaciones de sujeción (9). According to FIG 10, in one embodiment of the invention, the belts (20) comprise a stage (7) fixed at each end of the open profile (6). The plates (7) have clamping holes (9).
Acorde con la FIG 11, los nudos (21) se conforman de un perfil abierto (6), específicamente en la ilustración de la FIG 11, el perfil abierto (6) es de sección transversal en forma de 'C, es decir, tiene tres caras, de las cuales dos son paralelas entre sí, y perpendiculares a una tercera cara. En cada cara del perfil abierto (6) se localizan las perforaciones para sujeción (9). According to FIG 11, the nodes (21) are formed of an open profile (6), specifically in the illustration of FIG 11, the open profile (6) is of cross-section in the form of 'C, that is, it has three faces, of which two are parallel to each other, and perpendicular to a third face. On each side of the open profile (6), the perforations for fastening (9) are located.
Acorde con la FIG 12, los nudos de correa (22) se conforman de un perfil abierto (6), preferiblemente de dos caras, las cuales son perpendiculares entre sí. En cada cara del perfil abierto (6) se localizan las perforaciones para sujeción (9). According to FIG 12, the belt knots (22) are formed by an open profile (6), preferably with two faces, which are perpendicular to each other. On each side of the open profile (6), the perforations for fastening (9) are located.
Acorde con la FIG 18, las perforaciones para sujeción (9) comprende pestañas (11) que sobresalen de los perfiles abiertos (6) o perfiles cerrados (12), que al articulase entre ellas sujetan los componentes de la invención. En este caso, la sujeción de los componentes de la invención se realiza a través de la articulación de las pestañas (11), y por consiguiente no se hace necesario la utilización de elementos de sujeción (23). According to FIG 18, the perforations for fastening (9) comprise tabs (11) that protrude from the open profiles (6) or closed profiles (12), which when articulated between them hold the components of the invention. In this case, the fastening of the components of the invention is carried out through the articulation of the flanges (11), and therefore the use of fasteners (23) is not necessary.
Para el entendimiento de esta invención, se entenderá por perforación todo agujero que atreviese una cara del perfil abierto (6) o perfil cerrado (12), agujero que comprende o no una pestaña (11). For the understanding of this invention, drilling is understood as any hole that dares a face of the open profile (6) or closed profile (12), hole that comprises or not a flange (11).
Preferiblemente los elementos de sujeción (23) son tuercas y tornillos, pernos y similares. Preferably the fasteners (23) are nuts and bolts, bolts and the like.
Ensamble del sistema constructivo. Assembly of the construction system.
A continuación se describe la articulación de los componentes de la invención en la obtención de una construcción. The articulation of the components of the invention in obtaining a construction is described below.
Acorde con la FIG 13, la base niveladora (16) es fijada a una superficie, que puede ser terreno o una base plana. La fijación es realizada por elementos de sujeción (23) los cuales pasan a través de los agujeros (4) de la platina (1), fijando la base niveladora (16) a la superficie. Los elementos de sujeción (23) son preferiblemente tuercas y tornillos. Para la fijación de la base niveladora (16) son preferiblemente pernos tipo chazos expansivos. According to FIG 13, the leveling base (16) is fixed to a surface, which can be ground or a flat base. The fixing is done by fasteners (23) which pass through the holes (4) of the stage (1), fixing the leveling base (16) to the surface. The fasteners (23) are preferably nuts and bolts. For fixing the leveling base (16) they are preferably bolts of expansive shafts.
Acorde con la FIG 14, las columnas (17) se articulan con las bases niveladoras (16), para ello la platina (7) de la columna (17) y la platina de capitel (3) de la base niveladora (16) se fijan mediante elementos de sujeción (23) que pasan a través de las perforaciones para sujeción (9) de la columna (17). A fin de obtener una construcción, se debe al menos realizar tres montajes similares al anterior (situación no ilustrada); en la descripción de la articulación de los componentes de la invención se realizan cuatro montajes similares acorde con la FIG 15. According to FIG 14, the columns (17) are articulated with the leveling bases (16), for this purpose the plate (7) of the column (17) and the capital plate (3) of the leveling base (16) are fixed by means of fasteners (23) that pass through the perforations for fastening (9) of the column (17). In order to obtain a construction, at least three assemblies similar to the previous one must be carried out (situation not shown); in The description of the articulation of the components of the invention is made four similar assemblies in accordance with FIG 15.
Acorde con la FIG 15, entre cada dos columnas (17) se articulan estructuras de carga (18), mediante elementos de sujeción (23) a través de las perforaciones para sujeción (9) que comprenden los componentes, preferiblemente la articulación de las estructuras de carga (18) y las columnas (17), se realiza entre los extremos de estos componentes, no obstante se puede realizar a lo largo de los componentes. In accordance with FIG 15, between two columns (17) load structures (18) are articulated, by means of fasteners (23) through the fastening holes (9) comprising the components, preferably the articulation of the structures loading (18) and columns (17), is made between the ends of these components, however it can be done along the components.
En una modalidad de articulación de componentes (no ilustrada), en vez de articular estructuras de carga (18) entre columnas (17), tal como se hace en la FIG 15, se pueden articular vigas (19). In a mode of articulation of components (not illustrated), instead of articulating load structures (18) between columns (17), as is done in FIG 15, beams (19) can be articulated.
A fin se suministrar un marco para piso se utilizan estructuras de carga (18). Acorde con la FIG 16, la articulación entre estructuras de carga (18) se realiza mediante nudos (21), a través de elementos de sujeción (23) que pasan las perforaciones para sujeción (9) de los tres componentes. Preferiblemente, las estructuras de carga (18) se disponen entre las estructuras de carga (18) localizadas en el extremo inferior de las columnas (17), tal como se observa en la FIG 16. In order to provide a floor frame, load structures (18) are used. According to FIG 16, the articulation between load structures (18) is carried out by means of knots (21), through fasteners (23) that pass the perforations for fastening (9) of the three components. Preferably, the load structures (18) are arranged between the load structures (18) located at the lower end of the columns (17), as seen in FIG 16.
Por lo anterior, acorde con la FIG 16, el marco para piso se conforma por la articulación mediante elementos de sujeción de columnas (17), nudos (21) y estructuras de carga (18). En una modalidad de la invención, el marco para piso es conformado por la articulación mediante elementos de sujeción de columnas (17), vigas (19), nudos (21) y estructuras de carga (18). Therefore, according to FIG 16, the floor frame is formed by the articulation by means of clamping elements of columns (17), knots (21) and load structures (18). In one embodiment of the invention, the floor frame is formed by the articulation by means of fastening elements of columns (17), beams (19), knots (21) and load structures (18).
Sobre el marco para piso dispuesto por la articulación de las estructuras de carga (18) descrito anteriormente, se dispone lámina colaborante (14) y lámina de revestimiento (15). Acorde con la FIG 16, los canales de la lámina colaborante (14) se orientan perpendicular a las estructuras de carga (18), aunque pueden describir un ángulo con respecto a las estructuras de carga mayor a 0o y menor o igual 90°, y sobre la lámina colaborante (14) se dispone la lámina de revestimiento (15). On the floor frame arranged by the articulation of the load structures (18) described above, collaborating sheet (14) and cover sheet (15) are arranged. According to FIG 16, the channels of the collaborating sheet (14) are oriented perpendicular to the load structures (18), although they can describe an angle with respect to the load structures greater than 0 or less than or equal to 90 °, and on the collaborating sheet (14) the coating sheet (15) is arranged.
A fin de suministrar un marco para techo se utilizan correas (20). La articulación de las correas (20) a la estructura de carga (18), acorde con la FIG 16, se realiza a través de los nudos de correa (22). Para la sujeción de las correas (20) al nudo de correa (22), y de la estructura de carga (18) al nudo de correa (22) se utilizan elementos de sujeción (23) que pasan por las perforaciones para sujeción (9). Preferiblemente, las correas (20) se disponen entre las estructuras de carga (18) localizadas en el extremo superior de las columnas (17), tal como se observa en la FIG 17. In order to provide a ceiling frame belts (20) are used. The articulation of the belts (20) to the load structure (18), according to FIG 16, is done through the belt knots (22). For fastening the straps (20) to the belt knot (22), and the load structure (18) to the belt knot (22), fasteners (23) are used that pass through the holes for fastening (9). ). Preferably, the belts (20) are arranged between the load structures (18) located at the upper end of the columns (17), as seen in FIG 17.
Por lo anterior, acorde con la FIG 16, el marco para techo se conforma por la articulación mediante elementos de sujeción de columnas (17), nudos de correa (22), correas (20) y estructuras de carga (18). En una modalidad de la invención, el marco para techo es conformado por la articulación mediante elementos de sujeción de columnas (17), vigas (19), nudos de correa (22) y correas (20). Sobre el marco para techo dispuesto por la articulación de las estructuras de carga (18), correas (20) y nudos de correa (22) descrito anteriormente, y acorde con la FIG 17, se disponen láminas de revestimiento (15) a lado y lado de las correas (20), las cuales en su conjunto actúan como techo para en la construcción. En una modalidad, se puede disponer una sola lámina de revestimiento (15), en la parte superior de las correas (20).Therefore, in accordance with FIG 16, the roof frame is formed by the articulation by means of fastening elements of columns (17), belt knots (22), belts (20) and load structures (18). In one embodiment of the invention, the ceiling frame is formed by the articulation by means of fastening elements of columns (17), beams (19), belt knots (22) and belts (20). On the roof frame arranged by the articulation of the load structures (18), belts (20) and belt knots (22) described above, and in accordance with FIG 17, cover sheets (15) are arranged side by side and side of the belts (20), which together act as a roof for construction. In one embodiment, a single cover sheet (15) can be arranged on the upper part of the straps (20).
La articulación de columnas (17) y estructuras de carga (18), configuran un marco para pared. Acorde con la FIG 17, a lado y lado del marco para pared se dispone lámina de revestimiento (15). En una modalidad de la invención, el marco para pared es conformado por la articulación mediante elementos de sujeción de columnas (17) y vigas (19). The articulation of columns (17) and load structures (18), form a wall frame. According to FIG 17, side and side of the wall frame is provided with cover sheet (15). In one embodiment of the invention, the wall frame is formed by the articulation by means of fastening elements of columns (17) and beams (19).
La disposición de láminas de revestimiento (15) a lado y lado del marco para pared y marco para techo, permite que entre las láminas de revestimiento (15) fluya aire u otro fluido que a su vez pasa a través de las perforaciones para instalaciones (8) y el espacio comprendido entre perfiles abiertos (6) de la columna (17) y las vigas (19), ofreciendo un mecanismo de refrigeración natural de la construcción. The arrangement of cladding sheets (15) on the side and side of the wall frame and ceiling frame, allows air or other fluid to flow between the cladding sheets (15) which in turn passes through the perforations for installations ( 8) and the space between open profiles (6) of the column (17) and the beams (19), offering a natural cooling mechanism of the construction.
Se debe entender que la presente invención no se halla limitada a las modalidades descritas e ilustradas, pues como será evidente para una persona versada en el arte, existen variaciones y modificaciones posibles que no se apartan del espíritu de la invención, el cual solo se encuentra definido por las siguientes reivindicaciones. It should be understood that the present invention is not limited to the modalities described and illustrated, since as will be evident to a person versed in art, there are possible variations and modifications that do not depart from the spirit of the invention, which is only found defined by the following claims.
Claims
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CO14155138 | 2014-07-17 | ||
| CO14-155138 | 2014-07-17 |
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| WO2016009411A1 true WO2016009411A1 (en) | 2016-01-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/IB2015/055451 Ceased WO2016009411A1 (en) | 2014-07-17 | 2015-07-17 | Adaptable industrial construction system with natural air-conditioning |
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| Country | Link |
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| WO (1) | WO2016009411A1 (en) |
Cited By (1)
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| CN109072604A (en) * | 2016-02-22 | 2018-12-21 | 威格建筑系统有限责任公司 | Use the method for constructing multi-story structure of stacked structure steel wall truss |
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| ES2328201A1 (en) * | 2007-03-30 | 2009-11-10 | Jaime Alberto Sarmiento Ocampo | Modular industrialized autoconstruction and climatized by natural ventilation. (Machine-translation by Google Translate, not legally binding) |
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| WO1995020082A1 (en) * | 1991-09-26 | 1995-07-27 | Higgins Gregory J | Orthogonal framework for modular building systems |
| US7310920B2 (en) * | 2004-05-06 | 2007-12-25 | Hovey Jr David | Two-way architectural structural system and modular support member |
| US20070294974A1 (en) * | 2006-06-27 | 2007-12-27 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations |
| ES2328201A1 (en) * | 2007-03-30 | 2009-11-10 | Jaime Alberto Sarmiento Ocampo | Modular industrialized autoconstruction and climatized by natural ventilation. (Machine-translation by Google Translate, not legally binding) |
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| CN109072604A (en) * | 2016-02-22 | 2018-12-21 | 威格建筑系统有限责任公司 | Use the method for constructing multi-story structure of stacked structure steel wall truss |
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