ES2391014A1 - Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding) - Google Patents
Light structure for industrialized housing construction (Machine-translation by Google Translate, not legally binding) Download PDFInfo
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- ES2391014A1 ES2391014A1 ES201031976A ES201031976A ES2391014A1 ES 2391014 A1 ES2391014 A1 ES 2391014A1 ES 201031976 A ES201031976 A ES 201031976A ES 201031976 A ES201031976 A ES 201031976A ES 2391014 A1 ES2391014 A1 ES 2391014A1
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- 238000010079 rubber tapping Methods 0.000 claims abstract description 13
- 230000008878 coupling Effects 0.000 claims description 8
- 238000010168 coupling process Methods 0.000 claims description 8
- 238000005859 coupling reaction Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 210000002445 nipple Anatomy 0.000 claims description 4
- 230000000284 resting effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 claims 6
- 230000003466 anti-cipated effect Effects 0.000 claims 3
- WCXDHFDTOYPNIE-UHFFFAOYSA-N acetamiprid Chemical compound N#CN=C(C)N(C)CC1=CC=C(Cl)N=C1 WCXDHFDTOYPNIE-UHFFFAOYSA-N 0.000 claims 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims 2
- 229910052782 aluminium Inorganic materials 0.000 claims 2
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 claims 2
- 238000004181 pedogenesis Methods 0.000 claims 1
- 210000001331 nose Anatomy 0.000 abstract 1
- 210000000481 breast Anatomy 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012800 visualization Methods 0.000 description 1
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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Estructura ligera para construcción industrializada de viviendas Lightweight structure for industrialized housing construction
Campo de la invención Field of the Invention
La presente invención hace referencia a una estructura ligera para construcción industrializada de viviendas, integrada por una serie de elementos de soportes y vigas unidos entre sí mediante elementos simples, sin soldaduras para formar un armazón al que se fijan unos paneles prefabricados para formación de suelo y de techo así como unos elementos de cubierta con la particularidad de que para todos los elementos empleados no se precisan medios auxiliares, ni de elevación y son 100% en seco. The present invention refers to a light structure for industrialized housing construction, composed of a series of elements of supports and beams joined together by simple elements, without welding to form a frame to which prefabricated panels for ground formation and of roof as well as some cover elements with the particularity that for all the elements used no auxiliary or lifting means are required and they are 100% dry.
La patente GB647330 divulga una estructura para una vivienda que comprende una serie de columnas entrelazadas con unas vigas longitudinales en el momento de la construcción. En general se proponen unidades de hormigón armado prefabricadas que imponen unas condiciones de transporte y manejo que exigen la utilización de maquinaria y unidades de manipulación especiales. Patent GB647330 discloses a structure for a house comprising a series of interlocking columns with longitudinal beams at the time of construction. In general, precast reinforced concrete units are proposed that impose transport and handling conditions that require the use of special machinery and handling units.
En la solicitud de patente W091/19871 se describen unas estructuras para la formación de viviendas en donde se utilizan unas celosías de vigas que se acoplan entre sí para formar al menos una estructura portante. Una solución similar aparece descrita en la patente alemana DE 3442761(ver la Fig. 1de sus dibujos). In the patent application W091 / 19871 there are described structures for the formation of houses where beam trusses are used which are coupled together to form at least one bearing structure. A similar solution is described in German patent DE 3442761 (see Fig. 1 of his drawings).
La solicitud de patente WO97/1392 describe un armazón de construcción con unas vigas que se entrecruzan y disponen de unas configuraciones de acoplamiento. Una solución parecida aparece descrita en la US 5285612. Patent application WO97 / 1392 describes a construction framework with beams that intersect and have coupling configurations. A similar solution is described in US 5285612.
En la US 4344262 se describe un armazón estructural que integra unas unidades estructurales que comprenden unos miembros longitudinales y unas vigas transversales que forman unas unidades básicas para constituir una estructura compleja. In US 4344262 a structural framework is described that integrates structural units comprising longitudinal members and transverse beams that form basic units to constitute a complex structure.
En la WO 95/02097 se describe una estructura para una vivienda formada a partir de secciones de armazón con paneles, prefabricadas, incluyendo unos armazones de pared, suelo y techo. WO 95/02097 describes a structure for a dwelling formed from frame sections with prefabricated panels, including wall, floor and ceiling frames.
En ninguno de estos antecedentes se divulga o sugiere una estructura de condición ligera concebida para permitir una construcción industrializada de viviendas (un mínimo número de piezas y unos procedimientos de montaje estandarizados) según las características de la presente invención, que se describirá seguidamente, en sus aspectos principales. In none of this background is a light condition structure designed or conceived to allow an industrialized housing construction (a minimum number of parts and standardized assembly procedures) according to the characteristics of the present invention, which will be described below, in its main aspects
Breve exposición de la invención Brief exposition of the invention
La presente invención propone como unidad o celda básica una estructura ligera que hace posible una construcción industrializada (reduciendo considerablemente el tiempo de ejecución y los costos de obtención) de viviendas, integrada por una serie de elementos de soporte y vigas unidos entre sí mediante pasadores o bien tornillos o vástagos autorroscantes para formar un armazón al que se fijan unos paneles prefabricados de acero y lana de roca para formación de suelo y de techo y de pared así como unos elementos de cubierta. Conforme a la propuesta de esta invención todos los elementos utilizados pueden ser fácilmente manipulados no precisando medios auxiliares ni elevación y son 100% en seco. The present invention proposes as a basic unit or cell a light structure that makes possible an industrialized construction (considerably reducing the execution time and costs of obtaining) housing, composed of a series of support elements and beams joined together by means of pins or either self-tapping screws or stems to form a frame to which prefabricated steel and rock wool panels are fixed for floor and ceiling and wall formation as well as cover elements. In accordance with the proposal of this invention all the elements used can be easily manipulated without requiring auxiliary means or elevation and are 100% dry.
De acuerdo con una realización preferida de la invención los citados elementos de soporte comprenden: According to a preferred embodiment of the invention said support elements comprise:
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- unos perfiles “omega” (denominados así por la forma característica que tienen, en sección transversal) longitudinales, en función de viga, que poseen una sección transversal en forma de “U” rematada por unas alas laterales en voladizo, y una serie de tetones huecos protuberantes fijados a la parte superior central de dicha forma de “U” y distribuidos a lo largo de su longitud, disponiéndose dichos perfiles “omega” en situación operativa con la forma de “U” orientada hacia abajo y dichos tetones huecos orientados hacia arriba; "omega" profiles (named for the characteristic shape they have, in cross-section) longitudinal, depending on beam, which have a "U" shaped cross section topped by cantilever side wings, and a series of studs protuberant holes fixed to the central upper part of said "U" shape and distributed along its length, said "omega" profiles being arranged in an operative situation with the "U" shape facing down and said hollow teats facing up ;
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- una pluralidad de pilares, de sección transversal adaptada para acoplamiento a enchufe, por una primera porción extrema, en dichos tetones huecos de los perfiles “omega” y para inserción ajustada, de una segunda porción extrema en el seno del hueco de dicha forma de “U” de otro perfil “omega” que descansa sobre dichos pilares; a plurality of pillars, of cross-section adapted for plug-in coupling, by a first end portion, in said hollow lugs of the "omega" profiles and for tight insertion, of a second end portion within the recess of said form of " U "of another" omega "profile resting on said pillars;
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- unos nudos en forma de L, T, o cruz para conexión (4) entre los extremos superiores de algunos de los perfiles “omega” que actúan de vigas; y L, T, or cross-shaped knots for connection (4) between the upper ends of some of the "omega" profiles that act as beams; Y
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- unos pasadores o miembros autorroscantes para establecer un ensamblaje entre dichos nudos para conexión y los perfiles “omega” a través de respectivos agujeros alineados. self-tapping pins or members to establish an assembly between said connection nodes and the "omega" profiles through respective aligned holes.
De hecho los citados pilares se anclan mediante pasadores o miembros autorroscantes a los referidos perfiles omega, constituyendo los mismos nudos rígidos. In fact, the said pillars are anchored by means of pins or self-tapping members to the referred omega profiles, constituting the same rigid knots.
Los pilares utilizados son huecos (en general estarán realizados a partir de elementos tubulares) y tienen una sección transversal cuadrada y uniforme, que permiten recibir en inserción en su seno cualquier tetón. The pillars used are hollow (in general they will be made from tubular elements) and have a square and uniform cross-section, which allows any bolt to be inserted into its breast.
Los referidos perfiles “omega” están hechos de elementos estandarizados a partir de chapa doblada unidos entre sí mediante sistemas de pasadores o miembros autorroscantes, sin soldaduras. The referred "omega" profiles are made of standardized elements from bent sheet joined together by means of pin systems or self-tapping members, without welding.
Algunos de los citados perfiles “omega”, los cuales constituyen una base, se apoyan sobre unos durmientes sustentados a su vez por unos pilotes hincados en el suelo. Some of the aforementioned "omega" profiles, which constitute a base, rest on sleepers supported in turn by piles driven into the ground.
Los citados tetones huecos distribuidos a lo largo de la rama central de los perfiles “omega” están separados entre sí por una distancia mínima de al menos 70 cm y máxima de 120 cm permitiendo ello definir una abertura de paso entre pilares (3) acoplados a los mismos. The said hollow lugs distributed along the central branch of the "omega" profiles are separated from each other by a minimum distance of at least 70 cm and a maximum of 120 cm allowing this to define a passage opening between pillars (3) coupled to the same.
Por su parte, las alas laterales de los perfiles “omega” proporcionan unos asientos de apoyo para dichos paneles prefabricados de suelo o techo de la estructura. For its part, the side wings of the "omega" profiles provide support seats for said prefabricated floor or ceiling panels of the structure.
A partir de la estructura explicada la vivienda se completará mediante unos paneles prefabricados de pared que se fijan a los pilares huecos mediante perfiles omega vistos u ocultos, atornillados o remachados. From the structure explained, the house will be completed by means of prefabricated wall panels that are fixed to the hollow pillars by means of seen or hidden omega profiles, screwed or riveted.
Conforme a los principios de esta invención el peso de cualquiera de dichos perfiles “omega” (1) y pilares huecos (3) es inferior a 60 Kg con el fin de facilitar su transporte y montaje por una o dos personas, posibilitando con ello una implantación general de la invención para la construcción de viviendas con medios muy sencillos y con un coso muy económico, en cualquier entorno y con un mínimo de infraestructura de partida. In accordance with the principles of this invention, the weight of any of said "omega" profiles (1) and hollow pillars (3) is less than 60 Kg in order to facilitate its transport and assembly by one or two persons, thereby enabling General implementation of the invention for the construction of houses with very simple means and with a very economical cost, in any environment and with a minimum of starting infrastructure.
Así, en un ejemplo de ejecución el peso de un pilar hueco (3) es inferior a 70 kilos. Thus, in an example of execution the weight of a hollow pillar (3) is less than 70 kilos.
Breve explicación de los dibujos Brief explanation of the drawings
Con el fin de facilitar la comprensión de la descripción que sigue, se adjuntan a título de ejemplo no limitativo, unas hojas de dibujos donde: In order to facilitate the understanding of the description that follows, some sheets of drawings are attached by way of non-limiting example where:
la figura 1 es un despiece en perspectiva de los elementos básicos que componen la estructura para viviendas ligeras que se propone, apreciando la interrelación funcional entre los mismos, Figure 1 is an exploded perspective view of the basic elements that make up the light housing structure that is proposed, appreciating the functional interrelation between them,
la figura 2 representa una vista expandida, también en perspectiva, de un cierto tipo de vivienda construida a partir de los elementos de la invención. Figure 2 represents an expanded view, also in perspective, of a certain type of housing constructed from the elements of the invention.
y la figura 3 es otra vista en perspectiva que ilustra un suelo ensamblado y una distribución de paredes para una vivienda según la invención, en que la distribución de paredes se ha elevado del suelo para una mejor visualización. and Figure 3 is another perspective view illustrating an assembled floor and a distribution of walls for a house according to the invention, in which the distribution of walls has been raised from the floor for better visualization.
De acuerdo con las figuras comentadas, la estructura ligera para construcción de viviendas es del tipo que está integrada por una serie de elementos de soporte y vigas unidos entre sí mediante pasadores o bien tornillos autorroscantes para formar un armazón al que se fijan unos paneles prefabricados de acero y lana de roca para la formación de suelos y techos 8,9 y paredes 10, así como unos elementos de cubierta 11, cuales elementos de soporte comprenden: According to the aforementioned figures, the light structure for housing construction is of the type that is composed of a series of support elements and beams joined together by means of pins or self-tapping screws to form a frame to which prefabricated panels of steel and rock wool for the formation of floors and ceilings 8,9 and walls 10, as well as cover elements 11, which support elements comprise:
a) Unos perfiles “omega” 1 longitudinales, en función de viga, que tienen una sección transversal en forma de “U” invertida rematada por unas alas laterales 1a en voladizo, y una serie de tetones huecos 2 sobresalientes, fijados a la parte superior central de dicha forma de “U” y distribuidos a lo largo de su longitud, disponiéndose dichos perfiles “omega” 1 en situación operativa con la forma de “U” orientada hacia abajo y dichos tetones huecos 2 orientados hacia arriba. Tales perfiles “omega” 1 están hechos de elementos estándar a partir de chapa doblada, unidos entre sí mediante sistemas de pasadores o tornillos autorroscantes, sin soldaduras. a) Some longitudinal "omega" profiles, depending on the beam, which have an inverted "U" shaped cross section topped by a cantilever side wings 1a, and a series of protruding hollow lugs 2, fixed to the top central of said "U" shape and distributed along its length, said "omega" profiles 1 in operative situation with the "U" shape facing down and said hollow lugs 2 facing up. Such "omega" profiles 1 are made of standard elements from bent sheet, joined together by means of self-tapping pin or screw systems, without welding.
b) Una pluralidad de pilares 3, de sección transversal adaptada para acoplamiento a enchufe, por una primera porción extrema (inferior), en dichos tetones huecos 2 de los perfiles “omega” 1 y para inserción ajustada, de una segunda porción extrema (superior) en el seno del hueco de dicha forma de “U” de un perfil “omega” que descansa sobre dichos pilares 3, asegurándose los componentes citados mediante elementos adecuados de fijación para conseguir una conexión firme. Dichos pilares 3 serán huecos y tendrán una sección transversal cuadrada y uniforme, permitiendo la disposición en cualquier tetón. Asimismo dichos pilares huecos 3 estarán preferiblemente hechos a partir de elementos tubulares. Con el fin de facilitar su transporte y montaje in situ por una o dos personas, el peso de cualquiera de dichos perfiles “omega” 1 y pilares huecos 3 será inferior a 60 kg. Eventualmente, el peso de un pilar hueco 3 será inferior a 70 kg. b) A plurality of pillars 3, of cross-section adapted for plug-in coupling, by a first (lower) end portion, in said hollow lugs 2 of the "omega" 1 profiles and for tight insertion, of a second (upper) upper portion ) within the recess of said "U" shape of an "omega" profile resting on said pillars 3, the components mentioned being secured by means of suitable fixing elements to achieve a firm connection. Said pillars 3 will be hollow and have a square and uniform cross section, allowing the arrangement in any stud. Also said hollow pillars 3 will preferably be made from tubular elements. In order to facilitate its transport and assembly on site by one or two people, the weight of any of said “omega” profiles 1 and hollow pillars 3 will be less than 60 kg. Eventually, the weight of a hollow pillar 3 will be less than 70 kg.
c) Unos nudos 4 metálicos, preferiblemente de acero, para conexión entre los extremos superiores de algunos de los perfiles “omega” 1 que actúan de vigas, cuales nudos de conexión 4 comprenden un cuerpo central 4a configurado para recibir a enchufe el extremo superior de un pilar hueco 3, y unas ramas 4b que podrán ser en número de dos, tres e incluso cuatro configurando una L, una T e incluso una cruz respectivamente que se extienden desde dicho cuerpo central 4a, estando las mismas ramas 4b, configuradas para insertarse ajustadamente en un extremo del hueco de la forma de “U” de unos correspondientes perfiles “omega” 14 situados a un nivel superior. El nudo resultante, con adecuados elementos de afianzamiento, configurará un nudo rígido. Dichas ramas 4b de los nudos para conexión 4 comprenden unos agujeros transversales 12 los cuales, en situación operativa, quedan alineados con unos correspondientes agujeros transversales 13 formados en los perfiles “omega” 1 para instalación de dichos elementos de afianzamiento. Al menos uno de los nudos para conexión 4 comprende, además, un tetón hueco de nudo 4c que se extiende hacia arriba desde el cuerpo central 4a, estando dicho tetón hueco de nudo 4c configurado para acoplamiento a enchufe al extremo inferior de un pilar hueco 3. c) Metal knots 4, preferably of steel, for connection between the upper ends of some of the "omega" profiles 1 acting as beams, which connection nodes 4 comprise a central body 4a configured to receive the upper end of the plug a hollow pillar 3, and some branches 4b that may be in number of two, three and even four configuring an L, a T and even a cross respectively extending from said central body 4a, the same branches 4b being configured to be inserted tightly at one end of the "U" shaped recess of corresponding "omega" profiles 14 located at a higher level. The resulting knot, with suitable securing elements, will configure a rigid knot. Said branches 4b of the connection nodes 4 comprise transverse holes 12 which, in operative situation, are aligned with corresponding transverse holes 13 formed in the "omega" profiles 1 for installation of said securing elements. At least one of the connection nodes 4 further comprises a hollow knot nipple 4c extending upwardly from the central body 4a, said hollow knot nipple 4c being configured for plug-in coupling to the lower end of a hollow pillar 3 .
d) unos pasadores o tornillos autorroscantes 5 destinados a establecer un ensamblaje entre dichos nudos de conexión 4, perfiles “omega” 1 y pilares 3 a través de respectivos agujeros convenientemente alineados. d) self-tapping pins or screws 5 intended to establish an assembly between said connection nodes 4, "omega" profiles 1 and pillars 3 through respective conveniently aligned holes.
Para un mejor asentamiento de la vivienda en cuestión, algunos de dichos perfiles “omega” 1, constitutivos de una base, se apoyan sobre unos durmientes 6 sustentados a su vez por unos pilotes 7 o P, firmemente hincados en el suelo, que son instalados en un momento inicial en el terreno destinado a recibir la vivienda industrializada. For a better settlement of the housing in question, some of these “omega” 1 profiles, constituting a base, rest on sleepers 6 supported in turn by piles 7 or P, firmly embedded in the ground, which are installed in an initial moment in the land destined to receive the industrialized housing.
Los citados tetones huecos 2 distribuidos a lo largo de dicha rama central de los perfiles “omega” 1 estarán ventajosamente separados entre sí por una distancia mínima de al menos 70 cm y máxima de 120 cm, permitiendo con ello definir una abertura entre los pilares 3 que se disponen acoplados a los mismos, ya sea para paso o incluso para instalar con apoyo en los mismos una o más puertas o ventanas de intercomunicación entre áreas. Said hollow lugs 2 distributed along said central branch of the "omega" profiles 1 will be advantageously separated from each other by a minimum distance of at least 70 cm and a maximum of 120 cm, thereby allowing to define an opening between the pillars 3 which are arranged coupled to them, either for passage or even to install with support on them one or more intercom doors or windows between areas.
Por otra parte, las citadas alas laterales en voladizo 1a de los perfiles “omega” 1 proporcionan unos asientos de apoyo para dichos paneles prefabricados de suelo o techo 8, 9 de la propia estructura. On the other hand, the aforementioned cantilever side wings 1a of the "omega" profiles 1 provide support seats for said prefabricated floor or ceiling panels 8, 9 of the structure itself.
Los citados paneles prefabricados de pared 10 se fijan a los pilares huecos 3 mediante omegas vistas u ocultas, atornilladas o remachadas, siempre utilizando soluciones secas. The aforementioned prefabricated wall panels 10 are fixed to the hollow pillars 3 by means of exposed or hidden omegas, screwed or riveted, always using dry solutions.
Finalmente cabe señalar que todos los elementos descritos, dadas sus dimensiones generales y condiciones y peso no precisan medios auxiliares de elevación y pueden ser manejados fácilmente e instalados por personal no especializado. Debe destacarse que en general todas las uniones se realizan en seco sin que sea necesario utilizar morteros o medios similares. Finally, it should be noted that all the elements described, given their general dimensions and conditions and weight do not require auxiliary lifting means and can be easily handled and installed by non-specialized personnel. It should be noted that in general all joints are made dry without using mortars or similar media.
Un experto en la materia podría introducir cambios y modificaciones en el ejemplo de realización descrito, sin apartarse del alcance de la invención, según queda definido en las reivindicaciones adjuntas. A person skilled in the art could introduce changes and modifications in the described embodiment, without departing from the scope of the invention, as defined in the appended claims.
Claims (14)
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- unos perfiles “omega” (1) longitudinales, en función de viga, que tienen una sección transversal en forma de “U” rematada por unas alas laterales (1a) en voladizo, y una serie de tetones huecos (2) protuberantes fijados a parte superior central de dicha forma de “U” y distribuidos a lo largo de su longitud, disponiéndose dichos perfiles “omega” (1) en situación operativa con la forma de “U” orientada hacia abajo y dichos tetones huecos (2) orientados hacia arriba; longitudinal "omega" profiles (1), depending on beam, having a "U" shaped cross section topped by cantilever side wings (1a), and a series of protruding hollow lugs (2) fixed to part upper center of said "U" shape and distributed along its length, said "omega" profiles (1) being operatively positioned with the "U" shape facing down and said hollow lugs (2) facing up ;
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- una pluralidad de pilares (3), de sección transversal adaptada para acoplamiento a enchufe, por una primera porción extrema, en dichos tetones huecos (2) de los perfiles “omega” (1) y para inserción ajustada, de una segunda porción extrema en el seno del hueco de dicha forma de “U” de un perfil “omega” que descansa sobre dichos pilares; dichos elementos se anclan mediante pasadores o autorroscantes, siendo los mismos nudos rígidos; a plurality of pillars (3), of cross-section adapted for plug-in coupling, by a first end portion, in said hollow lugs (2) of the "omega" profiles (1) and for tight insertion, of a second end portion in the sinus of the hollow of said "U" shape of an "omega" profile resting on said pillars; said elements are anchored by pins or self-tapping, the same knots being rigid;
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- unos nudos en forma de L, T, o cruz para conexión (4) entre los extremos superiores de algunos de los perfiles “omega” (1) que actúan de vigas; y L, T, or cross-shaped knots for connection (4) between the upper ends of some of the "omega" profiles (1) that act as beams; Y
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- unos pasadores o autorroscantes (5) para establecer un ensamblaje entre dichos nudos para conexión (4) y los perfiles “omega” (1) a través de respectivos agujeros alineados pins or self-tapping (5) to establish an assembly between said connection nodes (4) and the "omega" profiles (1) through respective aligned holes
- (1)(one)
- están hechos de elementos standards a partir de chapa doblada unidos entre sí mediante sistemas de pasadores they are made of standard elements from bent sheet joined together by pin systems
- o autorroscantes, sin soldaduras. or self-tapping, without welding.
- Categoría Category
- 56 Documentos citados Reivindicaciones afectadas 56 Documents cited Claims Affected
- X X
- AU 1560766 A (HOWARD STANLEY HODGENS) 26/06/1969, página 2, línea 1 -página 6, línea 21; figuras 1 -7. 1, 3-14 AU 1560766 A (HOWARD STANLEY HODGENS) 06/26/1969, page 2, line 1 - page 6, line 21; Figures 1-7. 1, 3-14
- A TO
- WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN CON ET AL.) 25/02/2010, & Resumen de la base de datos EPODOC. Recuperado de EPOQUE; AN CN-2009000926-W; figura 1. 1, 4, 6 WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN WITH ET AL.) 02/25/2010, & Summary of the EPODOC database. Recovered from EPOQUE; AN CN-2009000926-W; Figure 1. 1, 4, 6
- A TO
- GB 821712 A (FERDINAND FILLOD) 14/10/1959, página 1, línea 86 -página 2, línea 11; figuras 1, 2. 1, 3, 8 GB 821712 A (FERDINAND FILLOD) 10/14/1959, page 1, line 86 -page 2, line 11; Figures 1, 2. 1, 3, 8
- A TO
- GB 662208 A (SANDVIKENS JERNVERKS AB) 05/12/1951, página 1, líneas 40 -79; figura 1. 1, 3, 8 GB 662208 A (SANDVIKENS JERNVERKS AB) 12/05/1951, page 1, lines 40-79; Figure 1. 1, 3, 8
- A TO
- US 3939618 A (MURPHY WESLEY T) 24/02/1976, columna 9, línea 60 -columna 10, línea 34; figura 9. 1, 2 US 3939618 A (MURPHY WESLEY T) 02/24/1976, column 9, line 60-column 10, line 34; figure 9. 1, 2
- A TO
- EP 0600545 A1 (HYDRO ALUMINIUM SYSTEMS SPA) 08/06/1994, columna 5, línea 37 -columna 6, línea 16; figuras 19, 21. 1, 5 EP 0600545 A1 (HYDRO ALUMINUM SYSTEMS SPA) 06/08/1994, column 5, line 37-column 6, line 16; Figures 19, 21. fifteen
- A TO
- EP 1327728 A1 (PROFIL DU FUTUR SA) 16/07/2003, párrafos [0014, 0019 -0021, 0026]; figuras 3, 6. 1, 6 EP 1327728 A1 (PROFIL DU FUTUR SA) 07/16/2003, paragraphs [0014, 0019-0021, 0026]; Figures 3, 6. 1, 6
- A TO
- US 2936530 A (BOWEN HARDY J) 17/05/1960, columna 2, líneas 28 -36; figura 2. 1 US 2936530 A (BOWEN HARDY J) 05/17/1960, column 2, lines 28-36; figure 2. one
- Categoría de los documentos citados X: de particular relevancia Y: de particular relevancia combinado con otro/s de la misma categoría A: refleja el estado de la técnica O: referido a divulgación no escrita P: publicado entre la fecha de prioridad y la de presentación de la solicitud E: documento anterior, pero publicado después de la fecha de presentación de la solicitud Category of the documents cited X: of particular relevance Y: of particular relevance combined with other / s of the same category A: reflects the state of the art O: refers to unwritten disclosure P: published between the priority date and the date of priority submission of the application E: previous document, but published after the date of submission of the application
- El presente informe ha sido realizado • para todas las reivindicaciones • para las reivindicaciones nº: This report has been prepared • for all claims • for claims no:
- Fecha de realización del informe 02.11.2012 Date of realization of the report 02.11.2012
- Examinador S. Fernández de Miguel Página 1/4 Examiner S. Fernández de Miguel Page 1/4
- Novedad (Art. 6.1 LP 11/1986) Novelty (Art. 6.1 LP 11/1986)
- Reivindicaciones Reivindicaciones 1-14 SI NO Claims Claims 1-14 IF NOT
- Actividad inventiva (Art. 8.1 LP11/1986) Inventive activity (Art. 8.1 LP11 / 1986)
- Reivindicaciones 2 Reivindicaciones 1, 3-14 SI NO Claims 2 Claims 1, 3-14 IF NOT
- Documento Document
- Número Publicación o Identificación Fecha Publicación Publication or Identification Number publication date
- D01 D01
- AU 1560766 A (HOWARD STANLEY HODGENS) 26.06.1969 AU 1560766 A (HOWARD STANLEY HODGENS) 06/26/1969
- D02 D02
- WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN CON et al.) 25.02.2010 WO 2010020111 A1 (MPPID SHANGHAI PROJECT MAN CON et al.) 02.25.2010
- D03 D03
- GB 821712 A (FERDINAND FILLOD) 14.10.1959 GB 821712 A (FERDINAND FILLOD) 14.10.1959
- D04 D04
- GB 662208 A (SANDVIKENS JERNVERKS AB) 05.12.1951 GB 662208 A (SANDVIKENS JERNVERKS AB) 05.12.1951
- D05 D05
- US 3939618 A (MURPHY WESLEY T) 24.02.1976 US 3939618 A (MURPHY WESLEY T) 24.02.1976
- D06 D06
- EP 0600545 A1 (HYDRO ALUMINIUM SYSTEMS SPA) 08.06.1994 EP 0600545 A1 (HYDRO ALUMINUM SYSTEMS SPA) 08.06.1994
- D07 D07
- EP 1327728 A1 (PROFIL DU FUTUR SA) 16.07.2003 EP 1327728 A1 (PROFIL DU FUTUR SA) 07/16/2003
- D08 D08
- US 2936530 A (BOWEN HARDY J) 17.05.1960 US 2936530 A (BOWEN HARDY J) 05/17/1960
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES201031976A ES2391014B1 (en) | 2010-12-28 | 2010-12-28 | LIGHT STRUCTURE FOR INDUSTRIALIZED HOUSING CONSTRUCTION |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES201031976A ES2391014B1 (en) | 2010-12-28 | 2010-12-28 | LIGHT STRUCTURE FOR INDUSTRIALIZED HOUSING CONSTRUCTION |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| ES2391014A1 true ES2391014A1 (en) | 2012-11-20 |
| ES2391014B1 ES2391014B1 (en) | 2013-09-20 |
Family
ID=47088531
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| ES201031976A Expired - Fee Related ES2391014B1 (en) | 2010-12-28 | 2010-12-28 | LIGHT STRUCTURE FOR INDUSTRIALIZED HOUSING CONSTRUCTION |
Country Status (1)
| Country | Link |
|---|---|
| ES (1) | ES2391014B1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995790A (en) * | 2012-12-07 | 2013-03-27 | 武汉理工大学 | Capped steel keel and light concrete combined wall |
| CN103821235A (en) * | 2014-03-24 | 2014-05-28 | 江苏中宝钢构有限公司 | Node assembly of U-shaped steel-concrete composite beam and rectangular steel tube concrete column |
| CN105507428A (en) * | 2015-11-26 | 2016-04-20 | 山东双得利建设科技有限公司 | Novel house capable of being assembled through insertion connection and assembling method thereof |
| CN105863081A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combination column and steel beam bolt joint and assembly method |
| CN106939646A (en) * | 2017-02-27 | 2017-07-11 | 国住人居工程顾问有限公司 | The steel construction integrated house building system and assembly method of a kind of repeatable dismounting |
| CN111945887A (en) * | 2020-08-12 | 2020-11-17 | 陕西鼎固建筑工程有限公司 | Steel structure house frame |
| WO2021144612A1 (en) * | 2020-01-16 | 2021-07-22 | Carmine Franco Valente | Prefabricated wall panel and strucural system with the wall panel |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB662208A (en) * | 1949-08-19 | 1951-12-05 | Sandvikens Jernverks Ab | Improvements in arrangements of walls, consisting of prefabricated blocks |
| GB821712A (en) * | 1956-03-07 | 1959-10-14 | Ferdinand Fillod | Improvements in or relating to building structures |
| US2936530A (en) * | 1958-10-17 | 1960-05-17 | Hardy J Bowen | Industrial building model |
| AU1560766A (en) * | 1966-12-21 | 1969-06-26 | Stanley Hodgens Howard | Improved building construction |
| US3939618A (en) * | 1971-07-06 | 1976-02-24 | Vercon Products, Inc. | Foundation assemblies for building structures |
| EP0600545A1 (en) * | 1992-12-01 | 1994-06-08 | HYDRO ALUMINIUM SYSTEMS S.p.A. | Set of metal sections suitable for constructing movable partition walls and related movable partition wall |
| EP1327728A1 (en) * | 2002-01-15 | 2003-07-16 | Profil du Futur (Société Anonyme) | Supporting structure with profiled elements |
| WO2010020111A1 (en) * | 2008-08-19 | 2010-02-25 | 茂地(上海)建筑工程咨询有限公司 | Beam-mount structure for composed building and construction method thereof |
-
2010
- 2010-12-28 ES ES201031976A patent/ES2391014B1/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB662208A (en) * | 1949-08-19 | 1951-12-05 | Sandvikens Jernverks Ab | Improvements in arrangements of walls, consisting of prefabricated blocks |
| GB821712A (en) * | 1956-03-07 | 1959-10-14 | Ferdinand Fillod | Improvements in or relating to building structures |
| US2936530A (en) * | 1958-10-17 | 1960-05-17 | Hardy J Bowen | Industrial building model |
| AU1560766A (en) * | 1966-12-21 | 1969-06-26 | Stanley Hodgens Howard | Improved building construction |
| US3939618A (en) * | 1971-07-06 | 1976-02-24 | Vercon Products, Inc. | Foundation assemblies for building structures |
| EP0600545A1 (en) * | 1992-12-01 | 1994-06-08 | HYDRO ALUMINIUM SYSTEMS S.p.A. | Set of metal sections suitable for constructing movable partition walls and related movable partition wall |
| EP1327728A1 (en) * | 2002-01-15 | 2003-07-16 | Profil du Futur (Société Anonyme) | Supporting structure with profiled elements |
| WO2010020111A1 (en) * | 2008-08-19 | 2010-02-25 | 茂地(上海)建筑工程咨询有限公司 | Beam-mount structure for composed building and construction method thereof |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102995790A (en) * | 2012-12-07 | 2013-03-27 | 武汉理工大学 | Capped steel keel and light concrete combined wall |
| CN103821235A (en) * | 2014-03-24 | 2014-05-28 | 江苏中宝钢构有限公司 | Node assembly of U-shaped steel-concrete composite beam and rectangular steel tube concrete column |
| CN103821235B (en) * | 2014-03-24 | 2016-09-07 | 江苏中宝钢构有限公司 | U-shaped steel-concrete composite beam and the node component of rectangular steel-tube concrete column |
| CN105507428A (en) * | 2015-11-26 | 2016-04-20 | 山东双得利建设科技有限公司 | Novel house capable of being assembled through insertion connection and assembling method thereof |
| CN105507428B (en) * | 2015-11-26 | 2018-05-08 | 山东双得利建设科技有限公司 | The house and assemble method of pluggable assembling |
| CN105863081A (en) * | 2016-05-20 | 2016-08-17 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combination column and steel beam bolt joint and assembly method |
| CN105863081B (en) * | 2016-05-20 | 2018-07-10 | 西安建筑科技大学 | Multi-cavity steel tube concrete coupled column and girder steel bolt connection node and assembly method |
| CN106939646A (en) * | 2017-02-27 | 2017-07-11 | 国住人居工程顾问有限公司 | The steel construction integrated house building system and assembly method of a kind of repeatable dismounting |
| WO2021144612A1 (en) * | 2020-01-16 | 2021-07-22 | Carmine Franco Valente | Prefabricated wall panel and strucural system with the wall panel |
| CN111945887A (en) * | 2020-08-12 | 2020-11-17 | 陕西鼎固建筑工程有限公司 | Steel structure house frame |
| CN111945887B (en) * | 2020-08-12 | 2021-07-09 | 陕西鼎固建筑工程有限公司 | Steel structure house frame |
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| Publication number | Publication date |
|---|---|
| ES2391014B1 (en) | 2013-09-20 |
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