WO2000036243A1 - Modular integral construction system for solid wood buildings - Google Patents
Modular integral construction system for solid wood buildings Download PDFInfo
- Publication number
- WO2000036243A1 WO2000036243A1 PCT/ES1999/000395 ES9900395W WO0036243A1 WO 2000036243 A1 WO2000036243 A1 WO 2000036243A1 ES 9900395 W ES9900395 W ES 9900395W WO 0036243 A1 WO0036243 A1 WO 0036243A1
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- WO
- WIPO (PCT)
- Prior art keywords
- modules
- buildings
- solid wood
- planks
- integral construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- 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
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/10—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
- E04C2/12—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
- E04C2/14—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood reinforced
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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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
Definitions
- the invention relates to a modular system of integral construction of solid wood buildings, conceived to allow the execution of one or more plants based on modules that are repeated both in floors, in exterior walls and in interior partitions. , from a conventional foundation or base but suitable to be able to mount the corresponding modules vertically.
- each module is formed by a series of wooden planks assembled collaterally with each other and joined together by housing their end edges in "C" configuration profiles, allowing the union of these with other analogs, in any type of intersection between modules, be it corner, correlative or perpendicular.
- the system of the invention is based on the fact that the wooden boards are arranged vertically, whereby high resistance to both horizontal and vertical loads is achieved.
- the modules that are obtained will have a height equal to that between the floor and ceiling slabs, and where the wooden planks from which the modules themselves are formed, are assembled together, by machi-female or other system similar, through its longitudinal edges, while the transverse edges are commonly joined, in each module, to individual "C" profiles that embrace said edges, profiles that are metallic and have holes for screwing the planks themselves, with the particularity that the latter are affected by holes perpendicular to the longitudinal edges, which face each other to determine a housing passage for respective bars with their emergent ends and threaded for corresponding washers and nuts Of tightening .
- each module will be defined according to each project, being able to use different thicknesses according to the function they play in the building, following the criteria of the execution project in slabs, roofs, exterior walls and interior partitions.
- the planks As for the characteristics of the planks, they have the peculiarity that, in correspondence with the transverse or extreme edges, they have a section of smaller thickness, which is precisely the one that is housed in the groove determined by the "C" metal profiles, with the particularity that in these transverse edges the planks are affected by an intermediate groove in which a projection originated as a result of an intermediate recess is presented that presents the central branch of the respective metal profile in "C", it being further provided that the extreme section of smaller thickness of these transverse edges of the planks is delimited by two lateral grooves in which respective portions obtained by bending the extreme longitudinal edges of the lateral branches corresponding to the profiles are housed "C" metal, so that the boards on the metal profiles are perfectly linked by sliding, with the collaboration of the corresponding lateral screwing.
- C have an amplitude equal to that of the thinner end sections of the planks.
- these metal profiles have, from the lateral branches and as an extension of the central branch, two coplanar longitudinal wings also affected by an alignment of oblong holes.
- Both the central channel provided in the transverse edges of the boards, as well as the intermediate recess and corresponding projection inside the central branch of the metal profiles in "C”, can be of rectangular or square section.
- connection between the vertical concurrent modules with floor and ceiling forging modules it is carried out by welding or other means of screwing the metal profiles themselves, through the holes for this purpose in their longitudinal coplanar wings, belonging to said profiles, while the union between the concurrent vertical modules themselves will be made by screwing nuts and washers of the bars that are through the planks and that are finished in threaded emergent sections, although preferably a profile will be used in those joints auxiliary in "L", when it is a vertical angular union.
- the coplanar modules used as floor slabs shall be fixed to each other by means of weld beads or points of the longitudinal wings of the adjacent profiles, and by welding or other means of screwing to the foundation, the fixing being to the plant panels by welding or other means. of the partition walls profiles.
- the arrangement of the modules in the work allows access to the bars that are through the holes facing the boards, bars that are called “tensioners”, since they perform the tightening and adjustment between such boards of each module, allowing that accessibility to the tension bars to control the tension of boards and modules, both during assembly and after it, for proper maintenance.
- the modules formed on the basis of the system of the invention are suitable for use as loading elements in floor and roof slabs.
- Figure 1 shows a plan view and an elevation view of the "C" metal profile used in the joint of boards to form the modules.
- Figure 2. Shows a perspective view according to a vertical section of the joints of two floor slab modules and two intermediate partitions, one on the ground floor and one on the first floor.
- Figure 3. Shows a plan view of a vertical connection of two corner partitions and the corresponding tensioning means.
- Figure 4. Shows a perspective view according to a vertical section of the encounters corresponding to a lower outer wall, assembly of the forging module and fixing of an outer upper wall, where the emerging ends of the plank tension bars are also seen.
- Figure 5. It shows a perspective view in section of a ground floor where you can see the foundation shoes and the way to proceed to start the assembly of the slab modules, as well as distribution partitions, being able to see a possible form of placement of floor slabs on the foundation shoes, of the many solutions that can be adopted.
- Figure 6. Shows a perspective view in horizontal section of a corner of a building where the horizontal fixation on a module is appreciated. forged, the ends of the bars arranged to receive an auxiliary profile in "L", for its vertical fixation by means of washers and nuts, and the attack of an interior partition module against the side, as well as the vertical fixing arrangement by means of washers and nuts
- Figure 7. Shows a perspective view according to a vertical section of vertical distribution modules, where the attacks of two corner modules, the angular corner mooring profile and an interior module, as well as the arrangement of the profiles are appreciated horizontal upper and lower, which limit the height between the floor slab and the ceiling slab, and the arrangement of the horizontal holes for housing the tension bars is also seen.
- Figure 8. It shows a partial vertical sectional view of a two-story and inter-covered building, where the layout of the partition wall on the floor slabs of the ground floor, first floor, as well as the floor and roof slabs can be seen .
- Figure 9. Shows a partial vertical sectional view, in this case lateral, of a building where the assembly of the exterior wall partitions on the floor and roof slabs can be seen.
- Figure 10. It shows, finally, a scheme corresponding to a partial lateral vertical section that defines the encounter of a floor slab module with thickness greater than the lower partition, and this in turn with greater thickness than the upper division, representation that corresponds to a non-limiting example of the possibility of solving the different thicknesses of the modules.
- planks (4) are collaterally coupled, that is, longitudinally, by means of a machi-female (5) provided for this purpose on the lateral or longitudinal edges thereof, being also affected by holes (6) remaining aligned with each other for the passage of tension bars (7) with their threaded end sections for tightening, using nuts and corresponding washers (8), in order to achieve a perfect fit and / or tension between the planks (4) of each module .
- planks (4) are affected by a section (4 ') of smaller thickness, limited by a pair of lateral grooves (9), that is, in their larger faces, while in the center From the edge there is a longitudinal channel (10) of greater amplitude than the lateral ones just mentioned.
- Both the slots (9) and the channel (10) will have preferably a rectangular or quadrangular configuration, without ruling out other suitable ones.
- planks (4) of each module being formed by a plurality of planks, are duly mounted by housing or embracing their transverse edges in respective metal profiles (11), these being "C" section, in which its intermediate branch is of equal width to the extreme section (4 1 ) less thick of the edge of the planks (4), said intermediate branch being affected longitudinally by a rectangular and intermediate recess (12) that determines the respective projection towards the inside of the board itself. profile, projection that is confrontable and of equal amplitude to the channel (10) of the transverse edge of the planks (4).
- the lateral branches (ll 1 ) of the metal profiles (11) are affected by an alignment of oblong holes (13), the length of those being equal to that of the end sections (4 ') of smaller thickness of the planks (4 ), being finished in two portions (14) bent at right angles towards the interior, of the same depth as the grooves (9) that limit said extreme sections (4 ') of smaller thickness, and into which they are inserted.
- each module is determined by the respective grouping of planks (4) joined by the profiles (11), such modules being self-supporting and of equal height to that existing between floor and ceiling, that is, between consecutive forged (2), all so that such modules can be factory formed, transported and placed in work by means of tweezers that fit the profile of the upper edge of the module, without ruling out that its placement can be done by any other system or means.
- modules may be affected by intermediate openings for the formation of windows and / or access doors, from the lower metal profile.
- the horizontal profiles (11) are fixed on the guide provided by the profiles of the slab modules (2), making them integral with them by welding or other means, and between they, by means of the horizontal tension bars (7), by nuts and washers, with the interposition of auxiliary profiles.
- the consecutive and coplanar modules remain with the joining profiles (11) adjacently, with the wings or lateral branches (11 ') of these attached, as seen in Figure 2, and with the holes (13) of each other facing each other to allow the passage of fasteners, such as screws (22).
- every two adjacent profiles (11) determine a horizontal hole (17) defined by the confrontation of the recesses (12) of both profiles (11), said hole being able to serve for the arrangement of a soul (18) of approximately equal section to that of that, with functions of guide and stiffener element.
- Figure 3 clearly shows said joint, complementing it with an angular piece of auction.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
Abstract
Description
SISTEMA MODULAR DE CONSTRUCCIÓN INTEGRAL DE EDIFICACIONES EN MADERA MACIZA MODULAR SYSTEM OF INTEGRAL CONSTRUCTION OF BUILDINGS IN WOOD MACIZA
D E S C R I P C I Ó ND E S C R I P C I Ó N
OBJETO DE LA INVENCIÓN La invención se refiere a un sistema modular de construcción integral de edificaciones en madera maciza, concebido para permitir la ejecución de una o más plantas a base de módulos que se repiten tanto en forjados, como en paredes exteriores y en tabiques interiores, a partir de una cimentación o base convencional pero adecuada para poder montar verticalmente los módulos correspondientes.OBJECT OF THE INVENTION The invention relates to a modular system of integral construction of solid wood buildings, conceived to allow the execution of one or more plants based on modules that are repeated both in floors, in exterior walls and in interior partitions. , from a conventional foundation or base but suitable to be able to mount the corresponding modules vertically.
Es objeto de la invención proporcionar un sistema modular de edificación, en el que cada módulo se forma mediante una serie de tablones de madera ensamblados colateralmente entre sí y unidos conjuntamente por alojamiento de sus cantos extremos en perfiles de configuración en "C", permitiendo la unión de éstos con otros análogos, en cualquier tipo de intersección entre módulos, ya sea de esquina, correlativa o perpendicular. ANTECEDENTES DE LA INVENCIÓNIt is an object of the invention to provide a modular building system, in which each module is formed by a series of wooden planks assembled collaterally with each other and joined together by housing their end edges in "C" configuration profiles, allowing the union of these with other analogs, in any type of intersection between modules, be it corner, correlative or perpendicular. BACKGROUND OF THE INVENTION
Se conocen distintos sistemas modulares de construcción de edificaciones en madera maciza, a base de tablones convenientemente ensamblados y/o unidos entre sí para poder formar, en unos casos, paredes y/o tabiques, y en otros casos para formar forjados.Different modular systems of building construction in solid wood are known, based on planks conveniently assembled and / or joined together to form, in some cases, walls and / or partitions, and in other cases to form slabs.
Ahora bien, en todos los casos los módulos se obtienen a base de tablones en posición horizontal, con lo que la resistencia a cargas verticales es muy limitada, lo que supone una serie de problemas que se tratan de resolver mediante componentes y/o elementos complementarios, a lo que hay que añadir la utilización de un elevado número de piezas y accesorios (tornillos, placas, escuadras, etc.), para permitir la ejecución o levantamiento de la edificación, lo cual no sólo supone una pérdida de tiempo de montaje con el consiguiente largo período de finalización de la obra, sino que supone un notable encarecimiento, sin olvidarse de que al intervenir gran cantidad de componentes y piezas que deben fijarse entre sí, las garantías de conseguir la máxima seguridad y calidad de acabado no son totales. DESCRIPCIÓN DE LA INVENCIÓNHowever, in all cases the modules are obtained based on planks in a horizontal position, so that the resistance to vertical loads is very limited, which supposes a series of problems that are tried to solve by means of components and / or complementary elements, to which it is necessary to add the use of a high number of pieces and accessories (screws, plates, squares, etc.), for allow the execution or lifting of the building, which not only supposes a loss of assembly time with the consequent long period of completion of the work, but also represents a significant increase, without forgetting that when a large number of components and parts intervene which must be fixed, the guarantees of maximum safety and quality of finish are not total. DESCRIPTION OF THE INVENTION
El sistema que se preconiza ha sido concebido para resolver toda la problemática anteriormente expuesta y para conseguir nuevas y ventajosas prestaciones frente a los sistemas conocidos.The system that has been recommended has been designed to solve all the problems described above and to obtain new and advantageous benefits compared to known systems.
Más concretamente, el sistema de la invención se basa en que los tableros de madera se disponen en vertical, por lo que se consigue una alta resistencia tanto a cargas horizontales como verticales.More specifically, the system of the invention is based on the fact that the wooden boards are arranged vertically, whereby high resistance to both horizontal and vertical loads is achieved.
Los módulos que se obtienen tendrán una altura igual a la comprendida entre los forjados de planta y techo, y donde los tablones de madera a partir de los que se forman los módulos propiamente dichos, se ensamblan entre sí, por machi-hembrado u otro sistema similar, a través de sus cantos longitudinales, mientras que los cantos transversales quedan unidos comúnmente, en cada módulo, a sendos perfiles en "C" que abrazan dichos cantos, perfiles que son metálicos y cuentan con orificios para atornillado a los propios tablones, con la particularidad de que estos últimos están afectados de orificios perpendiculares a los cantos longitudinales, que quedan enfrentados entre sí para determinar un paso de alojamiento para respectivas barras con sus extremos emergentes y roscados para correspondientes arandelas y tuercas de apriete .The modules that are obtained will have a height equal to that between the floor and ceiling slabs, and where the wooden planks from which the modules themselves are formed, are assembled together, by machi-female or other system similar, through its longitudinal edges, while the transverse edges are commonly joined, in each module, to individual "C" profiles that embrace said edges, profiles that are metallic and have holes for screwing the planks themselves, with the particularity that the latter are affected by holes perpendicular to the longitudinal edges, which face each other to determine a housing passage for respective bars with their emergent ends and threaded for corresponding washers and nuts Of tightening .
La longitud de cada módulo vendrá definida en función de cada proyecto, pudiéndose utilizar espesores distintos según la función que desempeñen en la edificación, siguiendo los criterios del proyecto de ejecución en forjados, cubiertas, muros exteriores y tabiques interiores .The length of each module will be defined according to each project, being able to use different thicknesses according to the function they play in the building, following the criteria of the execution project in slabs, roofs, exterior walls and interior partitions.
En cuanto a las características de los tablones, los mismos presentan la particularidad de que en correspondencia con los cantos transversales o extremos presentan un tramo de menor espesor que es el que precisamente queda alojado en la acanaladura que determinan los perfiles metálicos en "C", con la particularidad de que en esos cantos transversales los tablones están afectados de una acanaladura intermedia en la que se aloja un saliente originado como consecuencia de un rebajo intermedio que presenta la rama central del respectivo perfil metálico en "C", habiéndose previsto además que el tramo extremo de menor grosor de esos cantos transversales de los tablones esté delimitado por sendas ranuras laterales en las que quedan alojadas respectivas porciones obtenidas por doblez de los bordes longitudinales extremos de las ramas laterales correspondientes a los perfiles metálicos en "C", quedando así perfectamente vinculados, por deslizamiento, los tablones sobre los perfiles metálicos, con la colaboración del atornillamiento lateral correspondiente . Las ramas laterales de los perfiles metálicos enAs for the characteristics of the planks, they have the peculiarity that, in correspondence with the transverse or extreme edges, they have a section of smaller thickness, which is precisely the one that is housed in the groove determined by the "C" metal profiles, with the particularity that in these transverse edges the planks are affected by an intermediate groove in which a projection originated as a result of an intermediate recess is presented that presents the central branch of the respective metal profile in "C", it being further provided that the extreme section of smaller thickness of these transverse edges of the planks is delimited by two lateral grooves in which respective portions obtained by bending the extreme longitudinal edges of the lateral branches corresponding to the profiles are housed "C" metal, so that the boards on the metal profiles are perfectly linked by sliding, with the collaboration of the corresponding lateral screwing. The lateral branches of the metal profiles in
"C" presentan una amplitud igual a la de los tramos extremos de menor grosor de los tablones . Además , esos perfiles metálicos presentan, a partir de las ramas laterales y como prolongación de la rama central, sendas alas longitudinales coplanarias afectadas igualmente de una alineación de orificios oblongos."C" have an amplitude equal to that of the thinner end sections of the planks. In addition, these metal profiles have, from the lateral branches and as an extension of the central branch, two coplanar longitudinal wings also affected by an alignment of oblong holes.
Tanto el canal central previsto en los cantos transversales de los tablones, como el rehundido intermedio y correspondiente saliente al interior de la rama central de los perfiles metálicos en "C", pueden ser de sección rectangular o cuadrada.Both the central channel provided in the transverse edges of the boards, as well as the intermediate recess and corresponding projection inside the central branch of the metal profiles in "C", can be of rectangular or square section.
En cuanto a la unión entre los módulos concurrentes verticales con módulos de forjado de suelo y techo, se realiza mediante soldadura u otros medios de atornillado de los propios perfiles metálicos, a través de los orificios al efecto en sus alas longitudinales coplanarias, pertenecientes a dichos perfiles, en tanto que la unión entre los propios módulos verticales concurrente se realizará mediante atornillado de tuercas y arandelas de las barras que son pasantes a través de los tablones y que se rematan en tramos emergentes roscados, aunque preferentemente se utilizará en esas uniones un perfil auxiliar en "L", cuando se trate de una unión angular vertical . Los módulos coplanarios utilizados como forjado se fijarán entre sí mediante cordones o puntos de soldadura de las alas longitudinales de los perfiles adyacentes, y mediante soldadura u otros medios de atornillado a la cimentación, siendo la fijación a los paneles de planta mediante soldadura u otros medios de los perfiles de tabiquería.As for the connection between the vertical concurrent modules with floor and ceiling forging modules, it is carried out by welding or other means of screwing the metal profiles themselves, through the holes for this purpose in their longitudinal coplanar wings, belonging to said profiles, while the union between the concurrent vertical modules themselves will be made by screwing nuts and washers of the bars that are through the planks and that are finished in threaded emergent sections, although preferably a profile will be used in those joints auxiliary in "L", when it is a vertical angular union. The coplanar modules used as floor slabs shall be fixed to each other by means of weld beads or points of the longitudinal wings of the adjacent profiles, and by welding or other means of screwing to the foundation, the fixing being to the plant panels by welding or other means. of the partition walls profiles.
De acuerdo con todo lo anteriormente expuesto, la disposición de los módulos en la obra permite el acceso a las barras que son pasantes a través de los orificios enfrentados de los tablones, barras que se denominan "tensoras", ya que realizan el apriete y ajuste entre tales tablones de cada módulo, posibilitando esa accesibilidad a las barras tensoras el controlar la tensión de tablones y módulos, tanto durante el montaje como después de éste, para un adecuado mantenimiento.In accordance with all of the above, the arrangement of the modules in the work allows access to the bars that are through the holes facing the boards, bars that are called "tensioners", since they perform the tightening and adjustment between such boards of each module, allowing that accessibility to the tension bars to control the tension of boards and modules, both during assembly and after it, for proper maintenance.
Entre las ventajas más importantes que se puede citar y que se derivan del sistema modular de construcción referido, están las siguientes:Among the most important advantages that can be cited and that derive from the modular construction system referred to, are the following:
- La disposición de los tablones que componen los módulos o paramentos, es vertical respecto al plano del forjado, lo cual hace que los tablones trabajen cada uno como un pilar, confiriendo a la tabiquería una elevada resistencia a la compresión por carga.- The arrangement of the planks that make up the modules or walls is vertical with respect to the floor plan, which makes the boards work each as a pillar, giving the partition a high resistance to compression by load.
- Los módulos formados en base al sistema de la invención, son apropiados para ser utilizados como elementos de carga en forjados de planta y de cubierta.- The modules formed on the basis of the system of the invention, are suitable for use as loading elements in floor and roof slabs.
La especial geometría de los perfiles metálicos utilizados en la obtención de dichos módulos, permite la unión solidaria entre elementos de construcción de forjado y elementos de construcción de paredes .The special geometry of the metal profiles used in obtaining said modules, it allows the joint solidarity between building elements forged and wall building elements.
- La disposición de los módulos, como ya se ha dicho con anterioridad, permite el acceso a las barras tensoras de tablones, permitiendo controlar la tensión de los módulos tanto durante el montaje de la edificación como posteriormente a dicho montaje.- The arrangement of the modules, as already stated above, allows access to the plank tension bars, allowing control of the tension of the modules both during the assembly of the building and afterwards to said assembly.
- Notable reducción de los costos de producción, al estandarizarse elementos y piezas de una misma dimensión en altura de plantas .- Remarkable reduction of production costs, by standardizing elements and pieces of the same size in height of plants.
- Una óptima resistencia estática y dinámica en cargas y ante fuerzas de la naturaleza.- An optimal static and dynamic resistance in loads and against forces of nature.
- Se elimina gran cantidad de elementos y piezas de remate en uniones entre tabiquería.- It eliminates a large number of elements and pieces of auction in joints between partitions.
- Posibilidad de utilizar espesores distintos en muros exteriores, tabiquería y forjados, para adaptarse a las necesidades y exigencias del proyecto, ya sea por razones de resistencia mecánica, de aislamiento térmico, etc.- Possibility of using different thicknesses in exterior walls, partition walls and slabs, to adapt to the needs and requirements of the project, whether for reasons of mechanical resistance, thermal insulation, etc.
Reducidos tiempos de montaje de la edificación, resultando considerablemente cortos con una óptima calidad de ejecución. DESCRIPCIÓN DE LOS DIBUJOS Para complementar la descripción que se está realizando y con objeto de ayudar a una mejor comprensión de las características del invento, de acuerdo con un ejemplo preferente de realización práctica del mismo, se acompaña como parte integrante de dicha descripción, un juego de dibujos en donde con carácter ilustrativo y no limitativo, se ha representado lo siguiente:Reduced assembly times of the building, resulting considerably short with optimal execution quality. DESCRIPTION OF THE DRAWINGS To complement the description that is being made and in order to help a better understanding of the features of the invention, according to a preferred example of practical realization thereof, a set is attached as an integral part of said description. of drawings where with Illustrative and non-limiting, the following has been represented:
La figura 1.- Muestra una vista en planta y otra en alzado del perfil metálico en "C" utilizado en la unión de tablones para formar los módulos .Figure 1 shows a plan view and an elevation view of the "C" metal profile used in the joint of boards to form the modules.
La figura 2. - Muestra una vista en perspectiva según una sección vertical de los encuentros de unión de dos módulos de forjado de planta y dos tabiques intermedios, uno de planta baja y otro de planta primera.Figure 2. - Shows a perspective view according to a vertical section of the joints of two floor slab modules and two intermediate partitions, one on the ground floor and one on the first floor.
La figura 3.- Muestra una vista en planta de una unión vertical de dos tabiques de esquina y los medios de tensado correspondientes .Figure 3.- Shows a plan view of a vertical connection of two corner partitions and the corresponding tensioning means.
La figura 4. - Muestra una vista en perspectiva según una sección vertical de los encuentros correspondientes a un muro exterior inferior, ensamblaje del módulo de forjado y fijación de un muro superior exterior, donde se ven también los extremos emergentes de las barras tensoras de tablones . La figura 5.- Muestra una vista en perspectiva en sección de una planta baja donde se aprecian las zapatas de cimentación y la forma de proceder para iniciar el montaje de los módulos de forjado, así como tabiques de distribución, pudiéndose ver una posible forma de colocación de forjado sobre las zapatas de cimentación, de las numerosas soluciones que pueden adoptarse .Figure 4. - Shows a perspective view according to a vertical section of the encounters corresponding to a lower outer wall, assembly of the forging module and fixing of an outer upper wall, where the emerging ends of the plank tension bars are also seen. . Figure 5.- It shows a perspective view in section of a ground floor where you can see the foundation shoes and the way to proceed to start the assembly of the slab modules, as well as distribution partitions, being able to see a possible form of placement of floor slabs on the foundation shoes, of the many solutions that can be adopted.
La figura 6. - Muestra una vista perspectiva en sección horizontal de una esquina de un edificio donde se aprecia la fijación horizontal sobre un módulo de forjado, los extremos de las barras dispuestas para recibir un perfil auxiliar en "L" , para su fijación vertical mediante arandelas y tuercas, y el ataque de un módulo de tabique interior contra el lateral, así como la disposición de fijación vertical mediante arandelas y tuercas .Figure 6. - Shows a perspective view in horizontal section of a corner of a building where the horizontal fixation on a module is appreciated. forged, the ends of the bars arranged to receive an auxiliary profile in "L", for its vertical fixation by means of washers and nuts, and the attack of an interior partition module against the side, as well as the vertical fixing arrangement by means of washers and nuts
La figura 7.- Muestra una vista en perspectiva según una sección vertical de módulos de distribución verticales, donde se aprecian los ataques de dos módulos en esquina, el perfil angular de amarre de esquina y un módulo interior, así como la disposición de los perfiles horizontales superior e inferior, que limitan la altura entre el forjado de suelo y el de techo, viéndose igualmente la disposición de los orificios horizontales para el alojamiento de las barras tensoras.Figure 7.- Shows a perspective view according to a vertical section of vertical distribution modules, where the attacks of two corner modules, the angular corner mooring profile and an interior module, as well as the arrangement of the profiles are appreciated horizontal upper and lower, which limit the height between the floor slab and the ceiling slab, and the arrangement of the horizontal holes for housing the tension bars is also seen.
La figura 8. - Muestra una vista en sección vertical parcial de un edificio de dos plantas y entrecubierta, donde se aprecia la disposición de la tabiquería sobre los módulos de forjado de planta baja, de planta primera, así como los forjados de entrecubierta y cubierta.Figure 8. - It shows a partial vertical sectional view of a two-story and inter-covered building, where the layout of the partition wall on the floor slabs of the ground floor, first floor, as well as the floor and roof slabs can be seen .
La figura 9. - Muestra una vista en sección vertical parcial, en este caso lateral, de un edificio donde se aprecia el ensamble de los tabiques de muros exteriores sobre los forjados de plantas y de cubierta.Figure 9. - Shows a partial vertical sectional view, in this case lateral, of a building where the assembly of the exterior wall partitions on the floor and roof slabs can be seen.
La figura 10.- Muestra, finalmente, un esquema correspondiente a una sección vertical lateral parcial que define el encuentro de un módulo de forjado de planta con espesor mayor que el tabique divisorio inferior, y ésta a su vez con mayor espesor que el divisorio superior, representación que corresponde a un ejemplo no limitativo de la posibilidad de solucionar los distintos grosores de los módulos.Figure 10.- It shows, finally, a scheme corresponding to a partial lateral vertical section that defines the encounter of a floor slab module with thickness greater than the lower partition, and this in turn with greater thickness than the upper division, representation that corresponds to a non-limiting example of the possibility of solving the different thicknesses of the modules.
REALIZACIÓN PREFERENTE DE LA INVENCIÓN A la vista de las figuras referidas puede comprobarse cómo el sistema de la invención presenta la particularidad de que tanto las paredes o muros (1) , como los forjados (2) y tabiques (3) son modulares, estando cada módulo formado mediante una serie de tablones de madera maciza (4) dispuestos verticalmente en paredes (1) y tabiques (3) y horizontalmente en forjados (2) .PREFERRED EMBODIMENT OF THE INVENTION In view of the aforementioned figures, it can be seen how the system of the invention has the particularity that both the walls or walls (1), as well as the slabs (2) and partitions (3) are modular, each being module formed by a series of solid wood planks (4) arranged vertically on walls (1) and partitions (3) and horizontally on slabs (2).
En cualquier caso, los tablones (4) se acoplan colateralmente , es decir, longitudinalmente, mediante un machi-hembrado (5) previsto al efecto en los propios bordes laterales o longitudinales de los mismos, estando además afectados de orificios (6) que queda alineados entre sí para el paso de barras tensoras (7) con sus tramos extremos roscados para el apriete, mediante tuercas y correspondientes arandelas (8), a fin de conseguir un perfecto ajuste y/o tensado entre los tablones (4) de cada módulo.In any case, the planks (4) are collaterally coupled, that is, longitudinally, by means of a machi-female (5) provided for this purpose on the lateral or longitudinal edges thereof, being also affected by holes (6) remaining aligned with each other for the passage of tension bars (7) with their threaded end sections for tightening, using nuts and corresponding washers (8), in order to achieve a perfect fit and / or tension between the planks (4) of each module .
En los cantos extremos o transversales, los tablones (4) están afectados de un tramo (4') de menor grosor, limitado por una pareja de ranuras laterales (9), es decir, en sus caras mayores, en tanto que en el centro del canto existe un canal longitudinal (10) de mayor amplitud que los laterales que se acaban de referir. Tanto las ranuras (9) como el canal (10) tendrá preferentemente una configuración rectangular o cuadrangular, sin descartar otras adecuadas.In the extreme or transverse edges, the planks (4) are affected by a section (4 ') of smaller thickness, limited by a pair of lateral grooves (9), that is, in their larger faces, while in the center From the edge there is a longitudinal channel (10) of greater amplitude than the lateral ones just mentioned. Both the slots (9) and the channel (10) will have preferably a rectangular or quadrangular configuration, without ruling out other suitable ones.
Los referidos tablones (4) de cada módulo, estando éste formado por una pluralidad de tablones, quedan debidamente montados por alojamiento o abrazado de sus cantos transversales en respectivos perfiles metálicos (11), siendo éstos de sección en "C", en los que su rama intermedia es de igual amplitud al tramo extremo (41) menos grueso del canto de los tablones (4), estando dicha rama intermedia afectada longitudinalmente de un rebaje rectangular e intermedio (12) que determina el respectivo saliente hacia el interior del propio perfil, saliente que es enfrentable y de igual amplitud al canal (10) del canto transversal de los tablones (4) . Las ramas laterales (ll1) de los perfiles metálicos (11) están afectadas de una alineación de orificios oblongos (13) , siendo la longitud de aquellas igual a la de los tramos extremos (4') de menor grosor de los tablones (4) , quedando rematadas en sendas porciones (14) dobladas en ángulo recto hacia el interior, de igual profundidad que las ranuras (9) que limitan dichos tramos extremos (4') de menor grosor, y en las que quedan introducidas .The referred planks (4) of each module, being formed by a plurality of planks, are duly mounted by housing or embracing their transverse edges in respective metal profiles (11), these being "C" section, in which its intermediate branch is of equal width to the extreme section (4 1 ) less thick of the edge of the planks (4), said intermediate branch being affected longitudinally by a rectangular and intermediate recess (12) that determines the respective projection towards the inside of the board itself. profile, projection that is confrontable and of equal amplitude to the channel (10) of the transverse edge of the planks (4). The lateral branches (ll 1 ) of the metal profiles (11) are affected by an alignment of oblong holes (13), the length of those being equal to that of the end sections (4 ') of smaller thickness of the planks (4 ), being finished in two portions (14) bent at right angles towards the interior, of the same depth as the grooves (9) that limit said extreme sections (4 ') of smaller thickness, and into which they are inserted.
La rama central de esos perfiles metálicos (11) se prolonga en porciones coplanarias (14') que emergen perpendicularmente a los laterales (11'), estando esas porciones dotadas también de orificios oblongos (13) para el paso de tornillos de fijación (22) .The central branch of these metal profiles (11) extends into coplanar portions (14 ') that emerge perpendicularly to the sides (11'), these portions being also provided with oblong holes (13) for the passage of fixing screws (22 ).
De esta manera cada módulo queda determinado por la respectiva agrupación de tablones (4) unidos mediante los perfiles (11) , siendo tales módulos autoportantes y de igual altura a la existente entre suelo y techo, es decir, entre sendos forjados (2) consecutivos, todo ello de manera que tales módulos pueden ser conformados en fábrica, transportados y colocados en obra mediante pinzas que se ajustan al perfil del canto superior del módulo, sin descartar que su colocación se pueda realizar mediante cualquier otro sistema o medio.In this way each module is determined by the respective grouping of planks (4) joined by the profiles (11), such modules being self-supporting and of equal height to that existing between floor and ceiling, that is, between consecutive forged (2), all so that such modules can be factory formed, transported and placed in work by means of tweezers that fit the profile of the upper edge of the module, without ruling out that its placement can be done by any other system or means.
Evidentemente, los módulos pueden estar afectados de aberturas intermedias para la formación de ventanas y/o puertas de acceso, a partir del perfil metálico inferior.Obviously, the modules may be affected by intermediate openings for the formation of windows and / or access doors, from the lower metal profile.
Para el montaje de los módulos en la construcción de los forjados de planta, se dispondrán horizontalmente de manera que apoyen en una zapata corrida (15) , como se ve en la figura 5, en toda su longitud, en donde se pueden ver unos perfiles auxiliares (15') para el acoplamiento, pudiéndose llevar a cabo el montaje en los respectivos rebajes intermedios (12) de los perfiles (11) pertenecientes a las paredes o muros (1) y tabiques (3) de planta, uniéndose entre sí mediante un cordón de soldadura (16) u otros medios de unión .For the assembly of the modules in the construction of the floor slabs, they will be arranged horizontally so that they rest on a running shoe (15), as seen in figure 5, in its entire length, where profiles can be seen auxiliary (15 ') for the coupling, being able to carry out the assembly in the respective intermediate recesses (12) of the profiles (11) belonging to the walls or walls (1) and partitions (3) of the plant, joining together by means of a welding bead (16) or other joining means.
Para el montaje de los módulos correspondientes a los tabiques (3) , los perfiles horizontales (11) se fijan sobre la guía que ofrecen los perfiles de los módulos de forjado (2) , haciéndolos solidarios a éstos mediante soldadura u otros medios, y entre ellos, por medio de las barras horizontales tensoras (7) , mediante tuercas y arandelas, con la interposición de perfiles auxiliares .For the assembly of the modules corresponding to the partitions (3), the horizontal profiles (11) are fixed on the guide provided by the profiles of the slab modules (2), making them integral with them by welding or other means, and between they, by means of the horizontal tension bars (7), by nuts and washers, with the interposition of auxiliary profiles.
En la formación de los módulos, los perfilesIn the formation of the modules, the profiles
(11) se acoplan por deslizamiento sobre los cantos de los tablones (4), alojándose el saliente que origina el rebaje intermedio (12) de la rama central del respectivo perfil (11) en el canal vertical (10) de los cantos de los tablones (4) , mientras que las porciones extremas(11) are coupled by sliding on the edges of the planks (4), housing the projection that causes the intermediate recess (12) of the central branch of the respective profile (11) in the vertical channel (10) of the edges of the planks (4), while the extreme portions
(14) de las ramas laterales (11') de dichos perfiles (11) se alojan en las ranuras laterales (9) de los propios tablones (4) .(14) of the lateral branches (11 ') of said profiles (11) are housed in the lateral grooves (9) of the boards themselves (4).
En la formación de los forjados, los módulos consecutivos y coplanarios quedan con los perfiles de unión (11) de forma adyacente, con las alas o ramas laterales (11') de éstos adosadas, como se ve en la figura 2, y con los orificios (13) de unas y otras enfrentados entre sí para permitir el paso de elementos de fijación, tales como tornillos (22). Además, cada dos perfiles adyacentes (11) determinan un hueco horizontal (17) definido por el enfrentamiento de los rebajes (12) de ambos perfiles (11) , pudiendo servir dicho hueco para la disposición de un alma (18) de sección aproximadamente igual a la de aquel , con funciones de guía y de elemento rigidizador. Cabe destacar también el hecho de que las ramas longitudinales coplanarias y adyacentes (11') de los perfiles (11) correspondiente a los forjados (2) , sirven de guía a los módulos de formación de los tabiques (3) , siendo alojados en el hueco del canal exterior de la rama central horizontal de los propios módulos de tabiquería.In the formation of the slabs, the consecutive and coplanar modules remain with the joining profiles (11) adjacently, with the wings or lateral branches (11 ') of these attached, as seen in Figure 2, and with the holes (13) of each other facing each other to allow the passage of fasteners, such as screws (22). In addition, every two adjacent profiles (11) determine a horizontal hole (17) defined by the confrontation of the recesses (12) of both profiles (11), said hole being able to serve for the arrangement of a soul (18) of approximately equal section to that of that, with functions of guide and stiffener element. It is also worth noting the fact that the coplanar and adjacent longitudinal branches (11 ') of the profiles (11) corresponding to the slabs (2), serve as a guide to the partition modules (3), being housed in the hollow of the outer channel of the horizontal central branch of the partition walls themselves.
En cuanto a los uniones verticales de las esquinas, en las mismas interviene un perfil auxiliar en "L" (19) , sobre cuyas caras laterales apoyarán los tabiques (3) que inciden en la esquina, perfil (19) que está afectado de orificios (20) para el paso de los barras horizontales y tensoras (7) de los propios módulos de esquina, fijándose finalmente mediante las correspondientes arandelas y tuercas (8) .As for the vertical joints of the corners, there is an auxiliary profile in "L" (19), on whose side faces will support the partitions (3) that affect the corner, profile (19) that is affected by holes (20) for the passage of the horizontal and tensioning bars (7) of the corner modules themselves, finally being fixed by means of the corresponding washers and nuts (8).
En la figura 3 se muestra claramente dicha unión, complementándose con una pieza angular de remateFigure 3 clearly shows said joint, complementing it with an angular piece of auction.
(21) que constituye una cantonera de la propia esquina.(21) which constitutes a corner of the corner itself.
No se considera necesario hacer más extensa esta descripción para que cualquier experto en la materia comprenda el alcance de la invención y las ventajas que de la misma se derivan.It is not considered necessary to make this description more extensive so that any person skilled in the art understands the scope of the invention and the advantages derived therefrom.
Los materiales, forma, tamaño y disposición de los elementos serán susceptibles de variación siempre y cuando ello no suponga una alteración en la esencialidad del invento .The materials, shape, size and arrangement of the elements will be subject to variation as long as this does not imply an alteration in the essentiality of the invention.
Los términos en que se ha redactado esta memoria deberán ser tomados siempre en sentido amplio y no limitativo. The terms in which this report has been written must always be taken in a broad and non-limiting sense.
Claims
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002320340A CA2320340A1 (en) | 1998-12-11 | 1999-12-10 | Modular integral construction system for solid wood buildings |
| EP99959424A EP1063365A1 (en) | 1998-12-11 | 1999-12-10 | Modular integral construction system for solid wood buildings |
| BR9907843-0A BR9907843A (en) | 1998-12-11 | 1999-12-10 | Modular system for integral construction of buildings in solid wood |
| AU16596/00A AU1659600A (en) | 1998-12-11 | 1999-12-10 | Modular integral construction system for solid wood buildings |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| ES9802576A ES2151433B1 (en) | 1998-12-11 | 1998-12-11 | MODULAR SYSTEM OF INTEGRAL CONSTRUCTION OF BUILDINGS IN WOOD MACIZA. |
| ESP9802576 | 1998-12-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO2000036243A1 true WO2000036243A1 (en) | 2000-06-22 |
Family
ID=8306055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/ES1999/000395 Ceased WO2000036243A1 (en) | 1998-12-11 | 1999-12-10 | Modular integral construction system for solid wood buildings |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP1063365A1 (en) |
| AU (1) | AU1659600A (en) |
| BR (1) | BR9907843A (en) |
| CA (1) | CA2320340A1 (en) |
| ES (1) | ES2151433B1 (en) |
| WO (1) | WO2000036243A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138531A (en) * | 2018-09-30 | 2019-01-04 | 艺搭环保科技（上海）有限公司 | A kind of sector builds module and builds system |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| ES2198197B1 (en) * | 2002-01-23 | 2005-03-16 | Felipe Garcia Lopez De Lacalle | BUILDING CONSTRUCTION SYSTEM IN MACIZA WOOD. |
| ES2301363B1 (en) * | 2006-05-23 | 2009-05-01 | Metazinco Aislant, S.A. | FORGED PANEL AND ITS INSTALLATION PROCEDURE. |
| ES2302654B1 (en) * | 2007-12-19 | 2009-08-24 | Felipe Garcia Lopez De Lacalle | WOOD BUILDING CONSTRUCTION SYSTEM. |
| BE1021698B1 (en) * | 2013-07-02 | 2016-01-08 | Wov Bvba | WALL SYSTEM FOR A WALL OF WOODEN BARS |
| CN105926767B (en) * | 2016-05-26 | 2018-08-17 | 沈阳建筑大学 | Cross timber structure node |
| DE102021129728A1 (en) * | 2021-11-15 | 2023-05-17 | B&O Bauholding GmbH | Blackboard, building constructed therewith and manufacturing method for the blackboard |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1990656A (en) * | 1933-11-14 | 1935-02-12 | Guy F Kotrbaty | Self-sustaining partition |
| GB776350A (en) * | 1953-04-23 | 1957-06-05 | Theodor Schwarz | Improvements in or relating to boards |
| GB2090886A (en) * | 1980-12-11 | 1982-07-21 | Hughes & Allen Ltd | Floor panels |
| ES2010058A6 (en) * | 1988-12-26 | 1989-10-16 | Garcia Lopez De Lacalle Felipe | Building construction system based on wood. (Machine-translation by Google Translate, not legally binding) |
| DE29614258U1 (en) * | 1996-08-17 | 1997-09-18 | Holzindustrie Waldburg zu Wolfegg GmbH & Co. KG, 88364 Wolfegg | Wall or ceiling element |
| DE19709661A1 (en) * | 1996-03-08 | 1998-04-16 | Hans Rudolf Baser | Flat wooden building component, for walls, floors, etc. |
| DE19750154A1 (en) * | 1996-11-14 | 1998-05-28 | Teijin Ltd | Wooden structure, e.g. to form sound insulation wall |
-
1998
- 1998-12-11 ES ES9802576A patent/ES2151433B1/en not_active Expired - Fee Related
-
1999
- 1999-12-10 BR BR9907843-0A patent/BR9907843A/en not_active IP Right Cessation
- 1999-12-10 AU AU16596/00A patent/AU1659600A/en not_active Abandoned
- 1999-12-10 WO PCT/ES1999/000395 patent/WO2000036243A1/en not_active Ceased
- 1999-12-10 EP EP99959424A patent/EP1063365A1/en not_active Withdrawn
- 1999-12-10 CA CA002320340A patent/CA2320340A1/en not_active Abandoned
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1990656A (en) * | 1933-11-14 | 1935-02-12 | Guy F Kotrbaty | Self-sustaining partition |
| GB776350A (en) * | 1953-04-23 | 1957-06-05 | Theodor Schwarz | Improvements in or relating to boards |
| GB2090886A (en) * | 1980-12-11 | 1982-07-21 | Hughes & Allen Ltd | Floor panels |
| ES2010058A6 (en) * | 1988-12-26 | 1989-10-16 | Garcia Lopez De Lacalle Felipe | Building construction system based on wood. (Machine-translation by Google Translate, not legally binding) |
| DE19709661A1 (en) * | 1996-03-08 | 1998-04-16 | Hans Rudolf Baser | Flat wooden building component, for walls, floors, etc. |
| DE29614258U1 (en) * | 1996-08-17 | 1997-09-18 | Holzindustrie Waldburg zu Wolfegg GmbH & Co. KG, 88364 Wolfegg | Wall or ceiling element |
| DE19750154A1 (en) * | 1996-11-14 | 1998-05-28 | Teijin Ltd | Wooden structure, e.g. to form sound insulation wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109138531A (en) * | 2018-09-30 | 2019-01-04 | 艺搭环保科技（上海）有限公司 | A kind of sector builds module and builds system |
Also Published As
| Publication number | Publication date |
|---|---|
| ES2151433A1 (en) | 2000-12-16 |
| ES2151433B1 (en) | 2001-11-16 |
| BR9907843A (en) | 2001-12-18 |
| CA2320340A1 (en) | 2000-06-22 |
| AU1659600A (en) | 2000-07-03 |
| EP1063365A1 (en) | 2000-12-27 |
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