WO2010037871A1 - Interlocking structural reinforcement system - Google Patents
Interlocking structural reinforcement system Download PDFInfo
- Publication number
- WO2010037871A1 WO2010037871A1 PCT/ES2008/000619 ES2008000619W WO2010037871A1 WO 2010037871 A1 WO2010037871 A1 WO 2010037871A1 ES 2008000619 W ES2008000619 W ES 2008000619W WO 2010037871 A1 WO2010037871 A1 WO 2010037871A1
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- WIPO (PCT)
- Prior art keywords
- prismatic elements
- recess
- elements
- prismatic
- beams
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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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
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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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
-
- 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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/262—Connection node with interlocking of specially shaped wooden members, e.g. puzzle type connection
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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
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B1/2604—Connections specially adapted therefor
- E04B2001/2664—Connections specially adapted therefor using a removable key
Definitions
- the present invention relates to a structural assembling system for lace, applicable in the construction of structures based on beams and pillars formed by prismatic elements of wood, plastic, resins or other similar materials.
- the structure of the roof has a flat configuration, which makes it possible to simplify the assembly of the trusses, however, when a roof structure with two or more waters is desired, this structure it is noticeably complicated, especially in what refers to Ia clamping the ridge beams arranged in correspondence with the edges or convergence zone of the surfaces corresponding to different waters or falls of the roof, being necessary in some cases to resort to the use of central pillars for the support of the upper ends of said ridge beams, said pillars constituting a hindrance during the use of the pergola or construction, and in other cases to the use of lower, horizontal trusses for the support of the ridge beams by means of vertical supports, which practically doubles the number of beams necessary to use the cover.
- the structural assembling system for fittings object of this invention has constructive particularities oriented to allow the fitting and assembly of prismatic elements, at opposite ends, to form pillars or beams of greater length than said prismatic elements, and Obtaining an easy assembly to assemble and presenting a resistance similar to that of any other section of the beam or pillar obtained.
- the aforementioned structural reinforcement system allows additionally to establish a coaxial or angled joint of the prismatic elements to respectively form straight beams or pillars or ridge beams that define an angle to each other, presenting the joint, also in the latter case, a resistance that It allows the construction of roof structures without central support pillars.
- this system comprises prismatic elements of shorter length than the beam or pillar to be formed, which have identical configurations for their coupling at the opposite ends, said opposite ends comprising: - a lateral recess that it affects half the thickness of the prismatic element and is delimited by a posterior plane that forms a first acute angle (a) with a longitudinal plane, perpendicular to the bottom of the lateral recess and a second acute angle (b) with the plane corresponding to the bottom of recess - an outstanding appendix corresponding to the other half of the thickness of the prismatic element and presenting a configuration complementary to that of said recess; defining the appendages and recesses of the prismatic elements, in the position of mutual coupling, two wedges or locking zones in two transverse directions with respect to the prismatic element and perpendicular to each other.
- the extreme configuration of the prismatic elements allows a quick and easy coupling, without the intervention of screws or anchor plates.
- the inclination of the rear surface of the lateral recesses with respect to a longitudinal plane and to the bottom of the recess, and the complementary configuration of the protruding appendix determines that when subjecting the coupling to a compression or flexural stress, the protruding appendages exert pressure against the posterior surface of the recess of the other prismatic element and tend to approach laterally, working the entire section of the joint.
- the lateral recesses of the Prismatic elements have an isosceles trapecial configuration and the protruding appendages have a longitudinal chamfering at their inclined end which defines in said appendages a configuration complementary to that of the hollow delimited by the bottom and the posterior plane of the recess; the prismatic elements being arranged, in the coupling position, mutually facing and aligned longitudinally, forming a beam or a straight pillar.
- the lateral recesses of the prismatic elements have a rhomboidal configuration and the protruding appendages have a chamfered protrusion on the longitudinal side which defines in said appendages a complementary configuration to that of the hollow delimited by the bottom and the posterior plane of the recess; forming the prismatic elements in the coupling position ridge beams that define an inverted "V" angle to each other.
- the protruding appendages have in their central area at least one transverse hole for mounting a retention pin in the longitudinal direction of the prismatic elements in the coupling position. The purpose of this pin is to prevent that the prismatic elements coupled by the opposite ends can be distanced longitudinally in case of being subjected to a tensile stress, since this separation would cause the release of the coupling.
- the prismatic elements have, in correspondence with the transverse mid-plane of the unions described above, recesses for coupling a half-piece of a piece provided with complementary recesses for the lateral retention of the protruding appendages in the coupling position and the conformation of a cross beam or structural elements.
- the prismatic elements and the lateral retention piece mentioned above, have longitudinal recesses on the facing side surfaces that define a passage for mounting a retention pin in the direction of coupling of the passages.
- the shaping pieces of the pillars have vertically connected transverse passages at their upper end for the through assembly of inclined ridge beams, horizontal trusses and at least one wedge or thickness for the vertical compression for retention in the mounting position . Description of the figures.
- FIG. 1 shows a partial perspective view of a structure made with the structural assembling system by fitting object of the invention
- FIG. 2 shows an elevational view of an embodiment of the two prismatic assembly system provided with two isosceles trapecial recesses and prominences, coupled together, forming a straight beam.
- - Figure 3 corresponds to a plan view of the previous figure.
- - Figure 4 shows an exploded view of the prismatic elements of the previous figure.
- FIG. 7 shows an elevation view of the assembly system of Figure 1, with a lateral retention piece, provided with a complementary recess to that of the longitudinal pieces, fixed in the mounting position by means of a mounted retention pin in longitudinal recesses defined in the opposite lateral surfaces of the prismatic elements and said lateral retention piece.
- FIG 8 shows a profile view of the previous figure, in which the prismatic elements have been sectioned by a transverse plane.
- FIG. 9 shows a perspective view of two straight beams, analogous to that represented in Figure 1, perpendicularly coupled to each other by means of the holes defined in the area of union of the respective prismatic elements.
- FIG. 10 shows an exploded view with the two straight beams of the previous figure with the coupling holes facing each other.
- FIG. 11 shows an elevation view of a variant embodiment of the two prismatic assembly system provided with two recesses and prominences, in this case rhomboidal, coupled together, forming a ridge beam, angled.
- FIG. 12 shows a perspective view of the prismatic elements of Figure 10 decoupled.
- FIG. 13 shows an elevation view of the prismatic elements of figures 11 and 12 decoupled.
- Figure 14 shows a plan view of any one of the prismatic elements of Figure 12.
- FIG. 15 shows in exploded detail in perspective of the elements of the structure represented in Figure 1, with the beams and the wedge or solid retention, facing the transverse passages of the pillar.
- a structure formed by structural elements can be partially observed, such as angled ridge beams (1a) and straight trusses (1b) coupled on a vertical pillar (1c), using the system of structural armed by lace.
- This system makes it possible to form the beams and pillars (1a, 1b, 1c) by means of prismatic elements (2) of shorter length that have identical configurations at the opposite ends for mutual coupling in opposite positions.
- the prismatic elements (2) have at their ends lateral recesses (3) that affect approximately half of the thickness of the prismatic element (2), the other half defining the thickness of the prismatic element a Outstanding appendix (4) of configuration would complement that of the aforementioned recess (3).
- recesses (3) are delimited by a rear plane (5) which, as shown in Figures 5 and 6, forms a first acute angle (a) with a longitudinal plane of the prismatic element (2) and a second acute angle (b) with the plane corresponding to the bottom of the recess (3).
- the protruding appendages (4) have a complementary configuration to that of the recess (3) that allows the frontal coupling of the prismatic elements (2) as shown in Figures 2 and 3, configuring in the position of mutual coupling two wedges or locking zones in two transverse directions perpendicular to each other.
- the appendages (4) have a longitudinal chamfering (6) complementary to the gap defined between the back plane (5) and the bottom of the recess (3) at its inclined end.
- the prismatic elements have, in correspondence with the central area of the protruding appendages, a transverse hole (7) for mounting a retaining pin (8) in the longitudinal direction of the prismatic elements ( 2).
- the prismatic elements (2) have, in correspondence with the transverse median plane of the protruding appendages (4) recesses (9) for the assembly of a piece (10) provided with a complementary recess (11) for the lateral retention of the protruding appendages (4) in the coupling position and the conformation of a crossing of beams or structural elements as shown in Figures 7 and 8.
- This piece (10) can be a continuous beam or a beam analogous to that represented in Figure 2, that is, obtained by coupling two prismatic elements (2) provided with the corresponding recesses (3) and protruding coupling appendages, as seen in Figures 9 and 10.
- said elements have complementary longitudinal recesses (11) on the facing side surfaces that define a cavity for the assembly of a retaining pin (12).
- the prismatic elements (3) are also provided with holes (7) for mounting a retention pin (8) in the longitudinal direction and recesses (9) for perpendicular coupling of another ridge beam provided in this case of the complementary recess (9) in its lower zone.
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- Architecture (AREA)
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Abstract
Description
DESCRIPCIÓN DESCRIPTION
SISTEMA DE ARMADO ESTRUCTURAL POR ENCAJE.STRUCTURAL ASSEMBLY SYSTEM BY LACE.
Objeto de Ia invenciónObject of the invention
La presente invención se refiere a un sistema de armado estructural por encaje, aplicable en Ia construcción de estructuras a base de vigas y pilares conformadas por elementos prismáticos de madera, plástico, resinas u otros materiales similares.The present invention relates to a structural assembling system for lace, applicable in the construction of structures based on beams and pillars formed by prismatic elements of wood, plastic, resins or other similar materials.
Antecedentes de Ia invención.Background of the invention.
Actualmente son conocidas diversos tipos de estructuras conformadas por pilares y vigas de madera fijadas entre sí mediante elementos accesorios, tales escuadras y pletinas metálicas, chavetas, clavos o tomillo, combinados en algunos casos con encajes realizados en los propios elementos conformantes de las vigas y pilares.Various types of structures made up of wooden pillars and beams fixed to each other by means of accessory elements, such as brackets and metal plates, cotters, nails or thyme, are sometimes known, combined in some cases with fittings made in the elements of the beams and pillars themselves. .
Un ejemplo de este tipo de estructura se encuentra descrito en Ia patente de invención ES 2 263 348 B1 referente a una pérgola constituida por una estructura compuesta por columnas que presentan cerca de su extremidad superior dos orificios pasantes, de manera centrada entre caras paralelas, que permiten el alojamiento en su interior de unas cerchas que presentan diversas escotaduras rectangulares en sus bordes superior e inferior de manera complementaria que permiten el acoplamiento de ambas cerchas en el seno de los orificios de las columnas, en colaboración con unas chavetas de seguridad asistidas por una pareja de cuñas-chaveta para el bloqueo de dichos elementos una vez posicionados.An example of this type of structure is described in the invention patent ES 2 263 348 B1 referring to a pergola constituted by a structure composed of columns that have two through holes near their upper extremity, centered between parallel faces, which they allow the accommodation inside of some trusses that have various rectangular recesses in their upper and lower edges in a complementary manner that allow the coupling of both trusses within the holes of the columns, in collaboration with safety keys assisted by a wedge-key pair for blocking said elements once positioned.
En Ia patente mencionada al igual que en otras estructuras de madera Ia estructura de Ia cubierta presenta una configuración plana, Io que permite simplificar notablemente el montaje de las cerchas, sin embargo cuando se desean realizar una estructura de cubierta con dos o mas aguas esta estructura se complica notablemente, en especial en Io que se refiere a Ia sujeción de las vigas de cumbrera dispuestas en correspondencia con las aristas o zona de convergencia de las superficies correspondientes a diferentes aguas o caídas de Ia cubierta, siendo preciso en algunos casos recurrir a Ia utilización de pilares centrales para el apoyo de los extremos superiores de dichas vigas de cumbrera, constituyendo dichos pilares un estorbo durante Ia utilización de Ia pérgola o construcción, y en otros casos a Ia utilización de cerchas inferiores, horizontales para el apoyo de las vigas de cumbrera mediante apoyos verticales, Io que prácticamente duplica el número de vigas necesarias para utilizar Ia cubierta. De otra parte, cabe destacar que actualmente es frecuente comercializar estas estructuras en forma de kit desmontado, de modo que el usuario pueda montarlo con una cierta facilidad, siguiendo las instrucciones de montaje y sin necesidad de recurrir a los servicios un montador o carpintero especializado. La comercialización en forma de kit, plantea sin embargo unos problemas determinados por Ia necesidad de que los diferentes elementos estructurales tengan una longitud limitada con el fin de facilitar su manipulación, almacenaje y posterior transporte, siendo aconsejable que los elementos estructurales tengan una longitud menor que Ia del elemento estructural (viga o pilar) a construir.In the mentioned patent, as in other wooden structures, the structure of the roof has a flat configuration, which makes it possible to simplify the assembly of the trusses, however, when a roof structure with two or more waters is desired, this structure it is noticeably complicated, especially in what refers to Ia clamping the ridge beams arranged in correspondence with the edges or convergence zone of the surfaces corresponding to different waters or falls of the roof, being necessary in some cases to resort to the use of central pillars for the support of the upper ends of said ridge beams, said pillars constituting a hindrance during the use of the pergola or construction, and in other cases to the use of lower, horizontal trusses for the support of the ridge beams by means of vertical supports, which practically doubles the number of beams necessary to use the cover. On the other hand, it should be noted that these structures are often commercialized in the form of a disassembled kit, so that the user can mount it with a certain ease, following the assembly instructions and without having to resort to the services of a specialized assembler or carpenter. The commercialization in the form of a kit, however, poses problems determined by the need for the different structural elements to have a limited length in order to facilitate their handling, storage and subsequent transport, being advisable that the structural elements have a length less than Ia of the structural element (beam or pillar) to be built.
Cumpliendo estas premisas se plantea un problema adicional que es dotar a los elementos destinados a conformar vigas o pilares de unas uniones sencillas, económicas y fáciles de montar, pero que a Ia vez garanticen rigidez de Ia unión, Io que no se consiguen simultáneamente con las soluciones actuales de unión mediante tornillos y placas metálicas.Fulfilling these premises, an additional problem arises that is to provide the elements intended to form beams or pillars of simple, economical and easy to assemble joints, but at the same time guarantee stiffness of the joint, which is not achieved simultaneously with the current joining solutions using screws and metal plates.
Descripción de Ia invenciónDescription of the invention
El sistema de armado estructural por encaje objeto de esta invención presenta unas particularidades constructivas orientadas a permitir el encaje y armado de elementos prismáticos, por los extremos enfrentados, para conformar pilares o vigas de mayor longitud que dichos elementos prismáticos, y Ia obtención de una unión fácil de montar y que presenta una resistencia similar a Ia de cualquier otra sección de Ia viga o pilar obtenido.The structural assembling system for fittings object of this invention has constructive particularities oriented to allow the fitting and assembly of prismatic elements, at opposite ends, to form pillars or beams of greater length than said prismatic elements, and Obtaining an easy assembly to assemble and presenting a resistance similar to that of any other section of the beam or pillar obtained.
El mencionado sistema de armado estructural permite adicionalmente establecer una unión coaxial o en ángulo de los elementos prismáticos para conformar respectivamente vigas o pilares rectos o vigas de cumbrera que definen un ángulo entre sí, presentando Ia unión, también en este ultimo caso, una resistencia que permite Ia construcción de estructuras de tejado sin pilares centrales de apoyo.The aforementioned structural reinforcement system allows additionally to establish a coaxial or angled joint of the prismatic elements to respectively form straight beams or pillars or ridge beams that define an angle to each other, presenting the joint, also in the latter case, a resistance that It allows the construction of roof structures without central support pillars.
Para ello, y de acuerdo con Ia invención, este sistema comprende unos elementos prismáticos de menor longitud que Ia viga o pilar a conformar, que presentan en los extremos enfrentados unas configuraciones idénticas para su acoplamiento, comprendiendo dichos extremos enfrentados: - un rebaje lateral que afecta a Ia mitad del grosor del elemento prismático y está delimitado por un plano posterior que forma un primer ángulo agudo (a) con un plano longitudinal, perpendicular al fondo del rebaje lateral y un segundo ángulo agudo (b) con el plano correspondiente al fondo de rebaje - un apéndice sobresaliente correspondiente a Ia otra mitad del grosor del elemento prismático y que presenta una configuración complementaria a Ia del mencionado rebaje; definiendo los apéndices y rebajes de los elementos prismáticos, en Ia posición de acoplamiento mutuo, dos cuñas o zonas de bloqueo en dos direcciones transversales respecto al elemento prismático y perpendiculares entre sí. La configuración extrema de los elementos prismáticos permite un acoplamiento rápido y sencillo, sin Ia intervención de tornillos o placas de anclaje.For this, and in accordance with the invention, this system comprises prismatic elements of shorter length than the beam or pillar to be formed, which have identical configurations for their coupling at the opposite ends, said opposite ends comprising: - a lateral recess that it affects half the thickness of the prismatic element and is delimited by a posterior plane that forms a first acute angle (a) with a longitudinal plane, perpendicular to the bottom of the lateral recess and a second acute angle (b) with the plane corresponding to the bottom of recess - an outstanding appendix corresponding to the other half of the thickness of the prismatic element and presenting a configuration complementary to that of said recess; defining the appendages and recesses of the prismatic elements, in the position of mutual coupling, two wedges or locking zones in two transverse directions with respect to the prismatic element and perpendicular to each other. The extreme configuration of the prismatic elements allows a quick and easy coupling, without the intervention of screws or anchor plates.
La inclinación de Ia superficie posterior de los rebajes laterales respecto a un plano longitudinal y al fondo del rebaje, y Ia configuración complementaria del apéndice sobresaliente determina que al someter el acoplamiento a un esfuerzo de compresión o de flexión, los apéndices sobresalientes ejercen presión contra Ia superficie posterior del rebaje del otro elemento prismático y tienden a aproximarse lateralmente, trabajando toda Ia sección de Ia unión.The inclination of the rear surface of the lateral recesses with respect to a longitudinal plane and to the bottom of the recess, and the complementary configuration of the protruding appendix determines that when subjecting the coupling to a compression or flexural stress, the protruding appendages exert pressure against the posterior surface of the recess of the other prismatic element and tend to approach laterally, working the entire section of the joint.
En una realización de Ia invención los rebajes laterales de los elementos prismáticos presentan una configuración trapecial isósceles y los apéndices sobresalientes presentan en su extremo inclinado un achaflanado longitudinal que define en dichos apéndices una configuración complementaría a Ia del hueco delimitado por el fondo y el plano posterior del rebaje; disponiéndose los elementos prismáticos, en Ia posición de acoplamiento, mutuamente enfrentados y alineados longitudinalmente, conformando una viga o un pilar recto.In an embodiment of the invention the lateral recesses of the Prismatic elements have an isosceles trapecial configuration and the protruding appendages have a longitudinal chamfering at their inclined end which defines in said appendages a configuration complementary to that of the hollow delimited by the bottom and the posterior plane of the recess; the prismatic elements being arranged, in the coupling position, mutually facing and aligned longitudinally, forming a beam or a straight pillar.
En una variante de realización los rebajes laterales de los elementos prismáticos presentan una configuración romboidal y los apéndices sobresalientes presentan en el lateral longitudinal que sobresale en mayor medida un achaflanado que define en dichos apéndices una configuración complementaria a Ia del hueco delimitado por el fondo y el plano posterior del rebaje; conformando los elementos prismáticos en Ia posición de acoplamiento unas vigas de cumbrera que definen entre sí un ángulo a modo de "V" invertida. En las dos realizaciones anteriores, los apéndices sobresalientes presentan en su zona central al menos un orificio transversal para el montaje de un pasador de retención en dirección longitudinal de los elementos prismáticos en Ia posición de acoplamiento. La finalidad de este pasador es impedir que los elementos prismáticos acoplados por los extremos enfrentados puedan distanciarse longitudinalmente en caso de ser sometidos a un esfuerzo de tracción, ya que esta separación provocaría Ia liberación del acoplamiento.In a variant embodiment, the lateral recesses of the prismatic elements have a rhomboidal configuration and the protruding appendages have a chamfered protrusion on the longitudinal side which defines in said appendages a complementary configuration to that of the hollow delimited by the bottom and the posterior plane of the recess; forming the prismatic elements in the coupling position ridge beams that define an inverted "V" angle to each other. In the two previous embodiments, the protruding appendages have in their central area at least one transverse hole for mounting a retention pin in the longitudinal direction of the prismatic elements in the coupling position. The purpose of this pin is to prevent that the prismatic elements coupled by the opposite ends can be distanced longitudinally in case of being subjected to a tensile stress, since this separation would cause the release of the coupling.
En una realización de Ia invención los elementos prismáticos presentan, en correspondencia con el plano medio transversal de las uniones descritas anteriormente, unos cajeados para el acoplamiento a media caja de una pieza provista de unos cajeados complementarios para Ia retención lateral de los apéndices sobresalientes en Ia posición de acoplamiento y Ia conformación de un cruce de vigas o elementos estructurales.In an embodiment of the invention, the prismatic elements have, in correspondence with the transverse mid-plane of the unions described above, recesses for coupling a half-piece of a piece provided with complementary recesses for the lateral retention of the protruding appendages in the coupling position and the conformation of a cross beam or structural elements.
Los elementos prismáticos y Ia pieza de retención lateral, mencionados anteriormente, presentan en las superficies laterales enfrentadas unos rebajes longitudinales que definen un pasaje para el montaje de un pasador de retención en Ia dirección de acoplamiento de los pasajes. Según la invención las piezas conformantes de los pilares presentan en su extremo superior unos pasajes transversales conectados verticalmente para el montaje pasante de vigas de cumbrera inclinadas, cerchas horizontales y al menos una cuña o grueso para Ia compresión vertical para su retención en Ia posición de montaje. Descripción de las figuras.The prismatic elements and the lateral retention piece, mentioned above, have longitudinal recesses on the facing side surfaces that define a passage for mounting a retention pin in the direction of coupling of the passages. According to the invention, the shaping pieces of the pillars have vertically connected transverse passages at their upper end for the through assembly of inclined ridge beams, horizontal trusses and at least one wedge or thickness for the vertical compression for retention in the mounting position . Description of the figures.
Para complementar Ia descripción que se está realizando y con objeto de facilitar Ia comprensión de las características de Ia invención, se acompaña a Ia presente memoria descriptiva un juego de dibujos en los que, con carácter ilustrativo y no limitativo, se ha representado Io siguiente:To complement the description that is being made and in order to facilitate the understanding of the characteristics of the invention, a set of drawings is attached to the present specification in which, for illustrative and non-limiting purposes, the following has been represented:
- La figura 1 muestra una vista parcial en perspectiva de una estructura realizada con el sistema de armado estructural por encaje objeto de Ia invención- Figure 1 shows a partial perspective view of a structure made with the structural assembling system by fitting object of the invention
- La figura 2 muestra una vista en alzado de un ejemplo de realización del sistema de armado de dos elementos prismáticos provistos de sendos rebajes y prominencias trapeciales isósceles, acoplados entre sí, conformando una viga recta.- Figure 2 shows an elevational view of an embodiment of the two prismatic assembly system provided with two isosceles trapecial recesses and prominences, coupled together, forming a straight beam.
- La figura 3 corresponde a una vista en planta de Ia figura anterior. - La figura 4 muestra una vista explosionada de los elementos prismáticos de Ia figura anterior.- Figure 3 corresponds to a plan view of the previous figure. - Figure 4 shows an exploded view of the prismatic elements of the previous figure.
- Las figuras 5 y 6 muestran sendas vistas en alzado y el planta de uno cualquiera de los elementos prismáticos de las figuras anteriores, en los que se pueden observar el rebaje y apéndice extremos conformantes de los medios de encaje.- Figures 5 and 6 show paths in elevation and the plan of any one of the prismatic elements of the previous figures, in which the recess and appendix forming ends of the fitting means can be observed.
- La figura 7 muestra una vista en alzado del sistema de armado de Ia figura 1 , con una pieza de retención lateral, provista de un cajeado complementario al de las piezas longitudinales, fijada en Ia posición de montaje por medio de un pasador de retención montado en unos rebajes longitudinales definidos en las superficies laterales enfrentadas de los elementos prismáticos y dicha pieza de retención lateral. - La figura 8 muestra una vista de perfil de Ia figura anterior, en Ia que se han seccionado los elementos prismáticos por un plano transversal.- Figure 7 shows an elevation view of the assembly system of Figure 1, with a lateral retention piece, provided with a complementary recess to that of the longitudinal pieces, fixed in the mounting position by means of a mounted retention pin in longitudinal recesses defined in the opposite lateral surfaces of the prismatic elements and said lateral retention piece. - Figure 8 shows a profile view of the previous figure, in which the prismatic elements have been sectioned by a transverse plane.
- La figura 9 muestra una vista en perspectiva de dos vigas rectas, análogas a Ia representada en Ia figura 1 , acopladas perpendicularmente entre sí mediante los cajeados definidos en Ia zona de unión de los respectivos elementos prismáticos.- Figure 9 shows a perspective view of two straight beams, analogous to that represented in Figure 1, perpendicularly coupled to each other by means of the holes defined in the area of union of the respective prismatic elements.
- La figura 10 muestra una vista explosionada con las dos vigas rectas de Ia figura anterior con los cajeados de acoplamiento enfrentados.- Figure 10 shows an exploded view with the two straight beams of the previous figure with the coupling holes facing each other.
- La figura 11 muestra una vista en alzado de una variante de realización del sistema de armado de dos elementos prismáticos provistos de sendos rebajes y prominencias, en este caso romboidales, acoplados entre sí, conformando una viga de cumbrera, en ángulo.- Figure 11 shows an elevation view of a variant embodiment of the two prismatic assembly system provided with two recesses and prominences, in this case rhomboidal, coupled together, forming a ridge beam, angled.
- La figura 12 muestra una vista en perspectiva de los elementos prismáticos de Ia figura 10 desacoplados. - La figura 13 muestra una vista en alzado de los elementos prismáticos de las figuras 11 y 12 desacoplados.- Figure 12 shows a perspective view of the prismatic elements of Figure 10 decoupled. - Figure 13 shows an elevation view of the prismatic elements of figures 11 and 12 decoupled.
- La figura 14 muestra una vista en planta de uno cualquiera de los elementos prismáticos de Ia figura 12.- Figure 14 shows a plan view of any one of the prismatic elements of Figure 12.
- La figura 15 muestra en detalle explosionado en perspectiva de los elementos de Ia estructura representada en Ia figura 1 , con las vigas y Ia cuña o macizo de retención, enfrentadas a los pasajes transversales del pilar.- Figure 15 shows in exploded detail in perspective of the elements of the structure represented in Figure 1, with the beams and the wedge or solid retention, facing the transverse passages of the pillar.
Realización preferente de Ia invenciónPreferred embodiment of the invention
En el ejemplo mostrado en Ia figura 1 se puede observar parcialmente una estructura conformada por elementos estructurales, tales como vigas de cumbrera (1a) en ángulo y cerchas o vigas rectas (1b) acopladas sobre un pilar vertical (1c) , utilizando el sistema de armado estructural por encaje.In the example shown in Figure 1, a structure formed by structural elements can be partially observed, such as angled ridge beams (1a) and straight trusses (1b) coupled on a vertical pillar (1c), using the system of structural armed by lace.
Este sistema permite conformar las vigas y pilares (1a, 1b, 1c) mediante elementos prismáticos (2) de menor longitud que presentan en los extremos enfrentados unas configuraciones idénticas para su acoplamiento mutuo en posiciones enfrentadas. En Ia realización mostrada en las figuras 2 a 6 los elementos prismáticos (2) presentan en sus extremos unos rebajes laterales (3) que afectan aproximadamente Ia mitad del grosor del elemento prismático (2), definiendo Ia otra mitad del grosor del elemento prismático un apéndice sobresaliente (4) de configuración complementaría a Ia del mencionado rebaje (3).This system makes it possible to form the beams and pillars (1a, 1b, 1c) by means of prismatic elements (2) of shorter length that have identical configurations at the opposite ends for mutual coupling in opposite positions. In the embodiment shown in Figures 2 to 6, the prismatic elements (2) have at their ends lateral recesses (3) that affect approximately half of the thickness of the prismatic element (2), the other half defining the thickness of the prismatic element a Outstanding appendix (4) of configuration would complement that of the aforementioned recess (3).
Estos rebajes (3) se encuentran delimitados por un plano posterior (5) que, tal como se muestra en las figuras 5 y 6 forma un primer ángulo agudo (a) con un plano longitudinal del elemento prismático (2) y un segundo ángulo agudo (b) con el plano correspondiente al fondo del rebaje (3). A su vez los apéndices sobresalientes (4) presentan una configuración complementaria a Ia del rebaje (3) que permite el acoplamiento frontal de los elementos prismáticos (2) tal como se muestra en las figuras 2 y 3, configurando en Ia posición de acoplamiento mutuo dos cuñas o zonas de bloqueo en dos direcciones transversales perpendiculares entre sí. Los apéndices (4) presentan en su extremo inclinado un achaflanado longitudinal (6) complementario al hueco definido entre el plano posterior (5) y el fondo del rebaje (3).These recesses (3) are delimited by a rear plane (5) which, as shown in Figures 5 and 6, forms a first acute angle (a) with a longitudinal plane of the prismatic element (2) and a second acute angle (b) with the plane corresponding to the bottom of the recess (3). In turn, the protruding appendages (4) have a complementary configuration to that of the recess (3) that allows the frontal coupling of the prismatic elements (2) as shown in Figures 2 and 3, configuring in the position of mutual coupling two wedges or locking zones in two transverse directions perpendicular to each other. The appendages (4) have a longitudinal chamfering (6) complementary to the gap defined between the back plane (5) and the bottom of the recess (3) at its inclined end.
En Ia realización mostrada en las figuras 2 a 6 los elementos prismáticos presentan en correspondencia con Ia zona central de los apéndices sobresalientes un orificio transversal (7) para el montaje de un pasador de retención (8) en Ia dirección longitudinal de los elementos prismáticos (2).In the embodiment shown in Figures 2 to 6, the prismatic elements have, in correspondence with the central area of the protruding appendages, a transverse hole (7) for mounting a retaining pin (8) in the longitudinal direction of the prismatic elements ( 2).
Adicionalmente, en esta realización concreta, los elementos prismáticos (2) presentan en correspondencia con el plano medio transversal de los apéndices sobresalientes (4) unos cajeados (9) para el montaje de una pieza (10) provista de un cajeado complementario (11) para Ia retención lateral de los apéndices sobresalientes (4) en Ia posición de acoplamiento y Ia conformación de un cruce de vigas o elementos estructurales tal como se muestra en las figuras 7 y 8.Additionally, in this specific embodiment, the prismatic elements (2) have, in correspondence with the transverse median plane of the protruding appendages (4) recesses (9) for the assembly of a piece (10) provided with a complementary recess (11) for the lateral retention of the protruding appendages (4) in the coupling position and the conformation of a crossing of beams or structural elements as shown in Figures 7 and 8.
Esta pieza (10) puede tratarse de una viga continua o de una viga análoga a Ia representada en Ia figura 2, es decir, obtenida mediante el acoplamiento de dos elementos prismáticos (2) provistos de los correspondientes rebajes (3) y apéndices sobresalientes de acoplamiento, tal como se observa en las figuras 9 y 10.This piece (10) can be a continuous beam or a beam analogous to that represented in Figure 2, that is, obtained by coupling two prismatic elements (2) provided with the corresponding recesses (3) and protruding coupling appendages, as seen in Figures 9 and 10.
Para fijar Ia pieza (10) de cruce respecto a Ia zona de unión de los elementos prismáticos (2) conformantes de una viga dichos elementos presentan en las superficies laterales enfrentadas unos rebajes longitudinales (11) complementarios que definen una cavidad para el montaje de un pasador (12) de retención.To fix the crosspiece (10) with respect to the area of union of the prismatic elements (2) forming a beam, said elements have complementary longitudinal recesses (11) on the facing side surfaces that define a cavity for the assembly of a retaining pin (12).
En Ia variante de realización mostrada en las figuras 11 a 14 los elementos prismáticos destinados a conformar vigas de cumbrera presentan en los extremos enfrentados sendos rebajes (3) y apéndices sobresalientes (4) análogos a los descritos anteriormente pero de configuración romboidal, encontrándose definido en este caso el achaflanado (6) de los apéndices sobresalientes en el lateral longitudinal más sobresaliente de dichos apéndices.In the variant of embodiment shown in Figures 11 to 14, the prismatic elements intended to form ridge beams present at the opposite ends two recesses (3) and protruding appendages (4) analogous to those described above but of rhomboidal configuration, being defined in in this case the chamfering (6) of the protruding appendages on the most prominent longitudinal side of said appendages.
Esta disposición determina que al establecerse el acoplamiento entre los apéndices y los rebajes de los elementos prismáticos, dichos elementos prismáticos definan entre sí un ángulo a modo de "U" invertida conformando en su conjunto una viga de cumbrera tal como se puede observar en Ia figura (11). En esta realización los elementos prismáticos (3) también están provistos de unos orificios (7) para el montaje de un pasador (8) de retención en dirección longitudinal y de unos cajeados (9) para el acoplamiento perpendicular de otra viga de cumbrera provista en este caso del cajeado complementario (9) en su zona inferior.This arrangement determines that when the coupling between the appendages and the recesses of the prismatic elements is established, said prismatic elements define an inverted "U" angle to each other forming a ridge beam as a whole as can be seen in the figure. (eleven). In this embodiment, the prismatic elements (3) are also provided with holes (7) for mounting a retention pin (8) in the longitudinal direction and recesses (9) for perpendicular coupling of another ridge beam provided in this case of the complementary recess (9) in its lower zone.
Tal como se muestra en Ia figura 15 de las cerchas o vigas rectasAs shown in Figure 15 of the trusses or straight beams
(1b) y de las vigas de cumbrera (1a) sobre el pilar (1c) se realiza mediante Ia introducción de los extremos posteriores de dichas vigas en unos pasajes transversales (13) definidos en el pilar y conectados verticalmente estableciéndose Ia fijación de las vigas (1a, 1b) una vez encajadas mediante unos cajeados verticales (14) por medio de una cuña o macizo (15) de retención.(1b) and of the ridge beams (1a) on the pillar (1c) is carried out by introducing the rear ends of said beams in transverse passages (13) defined in the pillar and connected vertically establishing the fixing of the beams (1a, 1b) once fitted by means of vertical recesses (14) by means of a wedge or massif (15) of retention.
Una vez descrita suficientemente Ia naturaleza de Ia invención, así como un ejemplo de realización preferente, se hace constar a los efectos oportunos que los materiales, forma, tamaño y disposición de los elementos descritos podrán ser modificados, siempre y cuando ello no suponga una alteración de las características esenciales de Ia invención que se reivindican a continuación. Once the nature of the invention has been sufficiently described, as well as an example of a preferred embodiment, it is stated to the appropriate effects that the materials, shape, size and arrangement of the elements described may be modified, provided that this does not imply an alteration of the essential characteristics of the invention that are claimed below.
Claims
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/ES2008/000619 WO2010037871A1 (en) | 2008-10-01 | 2008-10-01 | Interlocking structural reinforcement system |
| EP08877121.7A EP2345768A4 (en) | 2008-10-01 | 2008-10-01 | Interlocking structural reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/ES2008/000619 WO2010037871A1 (en) | 2008-10-01 | 2008-10-01 | Interlocking structural reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2010037871A1 true WO2010037871A1 (en) | 2010-04-08 |
Family
ID=42073019
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/ES2008/000619 Ceased WO2010037871A1 (en) | 2008-10-01 | 2008-10-01 | Interlocking structural reinforcement system |
Country Status (2)
| Country | Link |
|---|---|
| EP (1) | EP2345768A4 (en) |
| WO (1) | WO2010037871A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10156067B2 (en) * | 2015-12-03 | 2018-12-18 | Clemson University Research Foundation | Building framing system |
| US20240117624A1 (en) * | 2022-01-18 | 2024-04-11 | Andre Bonamour du Tartre | Half-timbered house in timber-frame construction |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5933806B2 (en) * | 2014-11-25 | 2016-06-15 | 伝統建築上総匠の会株式会社 | Joint structure of column and horizontal member in wooden frame |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US218920A (en) * | 1879-08-26 | Improvement in timber-joints | ||
| US4890953A (en) * | 1987-07-23 | 1990-01-02 | Malatesta Natale D | Wood beam joint and method of forming |
| US20050225172A1 (en) * | 2004-04-12 | 2005-10-13 | Lionel Brightwell | Open web trimmable truss with self locking joint |
| ES2263348A1 (en) * | 2004-09-22 | 2006-12-01 | Medieval Style, S.L. | Pergola has blocking cotters for blocking components after components have been positioned |
-
2008
- 2008-10-01 WO PCT/ES2008/000619 patent/WO2010037871A1/en not_active Ceased
- 2008-10-01 EP EP08877121.7A patent/EP2345768A4/en not_active Withdrawn
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US218920A (en) * | 1879-08-26 | Improvement in timber-joints | ||
| US4890953A (en) * | 1987-07-23 | 1990-01-02 | Malatesta Natale D | Wood beam joint and method of forming |
| US20050225172A1 (en) * | 2004-04-12 | 2005-10-13 | Lionel Brightwell | Open web trimmable truss with self locking joint |
| ES2263348A1 (en) * | 2004-09-22 | 2006-12-01 | Medieval Style, S.L. | Pergola has blocking cotters for blocking components after components have been positioned |
| ES2263348B1 (en) | 2004-09-22 | 2007-10-01 | Medieval Style, S.L. | PERGOLA. |
Non-Patent Citations (1)
| Title |
|---|
| See also references of EP2345768A4 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10156067B2 (en) * | 2015-12-03 | 2018-12-18 | Clemson University Research Foundation | Building framing system |
| US20240117624A1 (en) * | 2022-01-18 | 2024-04-11 | Andre Bonamour du Tartre | Half-timbered house in timber-frame construction |
| US12180698B2 (en) * | 2022-01-18 | 2024-12-31 | Andre Bonamour du Tartre | Half-timbered house in timber-frame construction |
Also Published As
| Publication number | Publication date |
|---|---|
| EP2345768A1 (en) | 2011-07-20 |
| EP2345768A4 (en) | 2014-01-22 |
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