ES2229843A1 - Reinforced flat support structure for supporting heavy weights, has reinforcement part bent inward on upper face of ends of countersunk seat, and threaded screws inserted into core - Google Patents

Reinforced flat support structure for supporting heavy weights, has reinforcement part bent inward on upper face of ends of countersunk seat, and threaded screws inserted into core

Info

Publication number
ES2229843A1
ES2229843A1 ES200201223A ES200201223A ES2229843A1 ES 2229843 A1 ES2229843 A1 ES 2229843A1 ES 200201223 A ES200201223 A ES 200201223A ES 200201223 A ES200201223 A ES 200201223A ES 2229843 A1 ES2229843 A1 ES 2229843A1
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ES
Spain
Prior art keywords
reinforcement
upper face
reinforcements
reinforced flat
housings
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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.)
Granted
Application number
ES200201223A
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Spanish (es)
Other versions
ES2229843B1 (en
Inventor
Carlos Rodriguez Ferre
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Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to ES200201223A priority Critical patent/ES2229843B1/en
Publication of ES2229843A1 publication Critical patent/ES2229843A1/en
Application granted granted Critical
Publication of ES2229843B1 publication Critical patent/ES2229843B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete

Abstract

The structure has a main body whose upper surface is formed with anti-skidding areas and lower surface is formed with a longitudinal part (2). Tubular frames are provided on the longitudinal part and formed with transverse partition walls. Cells (6) are aligned on the walls. Trusses are made to slide on bridges (7). An adjustable section of the bridges is provided with a plug spring. A front part of a reinforcement part is provided with threaded screws that are inserted into a core. The reinforcement part is bent inward on an upper face of ends of a countersunk seat.

Description

Estructura plana reforzada, para soporte de grandes pesos.Reinforced flat structure, for support great weights

Objeto Object

El objeto al cual se refiere la invención que se protege en esta Patente, consiste en una "Estructura plana reforzada, para soporte de grandes pesos".The object to which the invention relates to Protects in this Patent, consists of a "Flat Structure reinforced, to support large weights. "

La estructura se concibe para su utilización preferencial como encofrado para la construcción de pisos ("planché"), aunque puede también tener otras aplicaciones como, por ejemplo, en estanterías para almacenamiento de grandes pesos.The structure is conceived for its use preferential as formwork for floor construction ("ironed"), although it may also have other applications as, for example, in shelves for large storage pesos.

A su vez, la estructura básica admite ligeras variantes en determinados aspectos parciales que más adelante se describen y que no alteran ni desvirtúan su esencialidad por lo que, constituyen "un grupo de invenciones relacionadas entre sí de tal manera que integran un único concepto inventivo general". Por ello, a tenor de lo dispuesto en el Artículo 24.1 de la Ley de Patentes, se las incluye en esta misma solicitud.In turn, the basic structure admits light variants in certain partial aspects that are later describe and that do not alter or distort its essentiality so which constitute "a group of related inventions in such a way that they integrate a single general inventive concept. " Therefore, in accordance with the provisions of Article 24.1 of the Law on Patents, are included in this same application.

Antecedentes Background

Son conocidas estructuras planas, empleadas como encofrados reutilizables para la construcción de pisos, formadas por alistonados de madera que constituyen tableros de canto grueso para darles la resistencia necesaria para que puedan soportar sin deformarse las cargas de los elementos constructivos, hasta su fraguado.Flat structures are known, used as reusable formwork for the construction of floors, formed by wood edges that constitute thick edge boards for give them the necessary resistance so they can stand without warp the loads of the construction elements, until their setting.

Como consecuencia de sus dimensiones, y en particular de su espesor, resultan ser tableros macizos, de peso relativamente elevado, que dificulta su manipulación.As a consequence of its dimensions, and in particular of its thickness, turn out to be solid, weight boards relatively high, which makes handling difficult.

Por otra parte, por la naturaleza higroscópica de su materia prima, los tableros pueden sufrir deformaciones y desde luego, un deterioro rápido como consecuencia de estar sometidos permanentemente a condiciones ambientales (humedad, temperatura) adversas.Moreover, because of the hygroscopic nature of its raw material, the boards can suffer deformations and since then, a rapid deterioration as a result of being subjected permanently at ambient conditions (humidity, temperature) Adverse

Descripción de la invenciónDescription of the invention

La finalidad de la invención que constituye el objeto de esta Patente consiste en la superación de los inconvenientes propios de las estructuras planas de madera para encofrados reutilizables, precedentemente descritos, habiendo sido diseñada y desarrollada con este objetivo prioritario.The purpose of the invention that constitutes the object of this Patent consists in the overcoming of disadvantages of flat wooden structures for reusable formwork, previously described, having been designed and developed with this priority objective.

En una decisión primaria, se resolvió sustituir a la madera como materia prima por plástico moldeable o extrusionable, capaz de resistir sin consecuencias apreciables las más duras condiciones ambientales.In a primary decision, it was decided to replace wood as raw material by moldable plastic or Extrudable, able to resist without appreciable consequences the tougher environmental conditions.

Por otra parte, ello permite elegir con gran libertad el diseño de la pieza, para conseguir su aligeramiento sin merma de su rigidez y además, reciclar la estructura completa en el caso de su inutilización.On the other hand, this allows you to choose with great freedom the design of the piece, to achieve its lightening without Decrease its rigidity and also recycle the entire structure in the case of uselessness.

En definitiva, la estructura reivindicada esta formada por una pieza paralelepipédica de escasa altura, cuya cara superior en posición de uso es plana y está provista de numerosos espacios antideslizantes de cualquier forma, preferentemente dispuestos al tresbolillo en filas y columnas.In short, the claimed structure is formed by a parallelepipedic piece of low height, whose face top in use position is flat and is provided with numerous non-slip spaces of any shape, preferably ready to tresbolillo in rows and columns.

La parte inferior está constituida por calles longitudinales destinadas al alojamiento de las armaduras formadas por tubos preferentemente cuadrados de acero, limitadas a un lado y otro por series de tabiquillos transversales equidistantes de arriostramiento de las paredes laterales de dichas calles, y de rigidización de la pieza, definiendo un conjunto alineado de celdas.The lower part consists of streets Longitudinals intended to accommodate the formed reinforcements by preferably square steel tubes, limited to one side and another by series of equidistant cross-sectional tabs of bracing of the side walls of said streets, and of stiffening of the piece, defining an aligned set of cells.

En las estructuras configuradas según la descripción precedente, las armaduras tubulares de refuerzo se introducen en sus alojamientos en las calles longitudinales desde un extremo de éstas, haciéndolas deslizar hasta que alcanzan el extremó opuesto, siendo guiadas en dicho desplazamiento por las paredes laterales y por tres o más puentes, de secciones de paso ajustadas a la sección exterior de las armaduras tubulares cerrándose los extremos de estas mediante tapones elásticos para impedir la entrada de humedad, pudiendo inmovilizarse los tubos una vez introducidos, mediante el abocardado de sus extremos.In structures configured according to previous description, the reinforcement tubular reinforcements are introduced in their accommodation in the longitudinal streets from one end of these, making them slide until they reach the opposite, being guided in this displacement by the side walls and by three or more bridges, of passage sections adjusted to the outer section of the tubular reinforcements closing the ends of these by elastic plugs to prevent moisture from entering, the tubes being able to freeze once introduced, by the flaring of its ends.

Según una variante de realización de la pieza básica, también reivindicada, las armaduras tubulares de refuerzo no se introducen en sus alojamientos deslizándolas a través de los puentes de guiado, sino que se colocan frontalmente en ellos con la pieza en posición invertida, por lo que esta carece de dichos puentes, que son sustituidos por núcleos de fijación atornillada de las armaduras, cuyos extremos se cortan a bisel para favorecer su adaptación a dichos núcleos y crear un avellanado de asiento de las cabezas de los tornillos.According to a variant embodiment of the piece basic, also claimed, reinforcement tubular reinforcements they are not introduced into their housings by sliding them through the guided bridges, but are placed frontally on them with the piece in an inverted position, so it lacks such bridges, which are replaced by bolted fixing cores of the armors, whose ends are cut to bevel to favor their adaptation to these cores and create a countersink seat screw heads.

Breve descripción de los dibujosBrief description of the drawings

Para complementarla descripción de la invención y facilitar la interpretación de las características formales, estructurales y funcionales de su objeto, se acompañan dibujos en los que se representan esquemáticamente diferentes aspectos de una realización preferente de la "Estructura plana reforzada, para soporte de grandes pesos" que constituye el objeto de esta Patente. En dichos dibujos:To complement the description of the invention and facilitate the interpretation of formal characteristics, structural and functional of its object, drawings are accompanied in those that schematically represent different aspects of a preferred embodiment of the "Reinforced flat structure, for heavyweight support "which is the subject of this Patent. In these drawings:

La Figura 1 es una planta superior (cara antideslizante) de la estructura, en la variante de armadura tubular enfilada; y la Figura 2, un alzado frontal de la misma.Figure 1 is a top floor (face non-slip) structure, in the reinforcement variant tubular lined; and Figure 2, a front elevation thereof.

La Figura 3 muestra en detalle la embocadura y el tapón de una de las armaduras tubulares.Figure 3 shows in detail the mouthpiece and the plug of one of the tubular reinforcements.

La Figura 4 es una planta inferior de la estructura, en la misma variante.Figure 4 is a lower floor of the structure, in the same variant.

La Figura 5 es una sección longitudinal de la estructura en la misma variante, cortada por el plano ortogonal cuya traza se designa A-A en la Figura 4, pasando por el eje de simetría de los alojamientos de las armaduras tubulares; mientras que la Figura 6 es una sección análoga por el plano cuya traza se designa B-B en la Figura 4, pasando por el eje de las celdas de rigidización.Figure 5 is a longitudinal section of the structure in the same variant, cut by the orthogonal plane whose trace is designated A-A in Figure 4, passing through the axis of symmetry of the tubular reinforcement housings; while Figure 6 is a section analogous to the plane whose trace is designated B-B in Figure 4, passing through the stiffening cell axis.

La Figura 7 muestra en detalle la embocadura abocardada de las armaduras tubulares enhebradas, para su fijación a la estructura.Figure 7 shows the mouthpiece in detail flared of threaded tubular reinforcements, for fixing to the structure.

La Figura 8 representa a la estructura en perspectiva isométrica y en posición invertida con respecto a la de uso, para mostrar la disposición de los tabiquillos transversales y la configuración de las celdas que crean.Figure 8 represents the structure in isometric perspective and in an inverted position with respect to that of use, to show the layout of the cross-sectional tabs and the configuration of the cells they create.

La Figura 9 es una planta superior de la estructura, en la variante de armadura tubular insertada frontalmente; y la Figura 10, un alzado frontal de la misma.Figure 9 is a top floor of the structure, in the inserted tubular reinforcement variant frontally; and Figure 10, a front elevation thereof.

La Figura 11 representa a la estructura de la variante precedente, en perspectiva isométrica y en posición invertida, para mostrar la disposición de los núcleos de fijación por atornillado de las armaduras tubulares, tanto los centrales como los extremos, cuya configuración se representa con detalle en las secciones de las Figuras 15 y 16 respectivamente.Figure 11 represents the structure of the previous variant, in isometric perspective and in position inverted, to show the arrangement of the fixing cores by screwing the tubular reinforcements, both the central and  the ends, whose configuration is represented in detail in the sections of Figures 15 and 16 respectively.

La Figura 12 es una planta inferior de la estructura correspondiente a la variante con armaduras atornilladas.Figure 12 is a lower floor of the structure corresponding to the reinforcement variant screwed

La Figura 13 es una sección longitudinal de la estructura en la misma variante, cortada por el plano cuya traza se designa A-A en la Figura 12, pasando por el eje de los alojamientos de las armaduras tubulares; mientras que la Figura 14 es una sección análoga por el plano cuya traza se designa B-B en la Figura 12, pasando por el eje de las celdas de rigidización.Figure 13 is a longitudinal section of the structure in the same variant, cut by the plane whose trace is designates A-A in Figure 12, passing through the axis of the tubular reinforcement housings; while the Figure 14 is a section analogous to the plane whose trace is designated B-B in Figure 12, passing through the axis of the stiffening cells.

Descripción de una realización preferenteDescription of a preferred embodiment

Para mostrar con claridad la naturaleza y el alcance de la aplicación ventajosa de la "Estructura plana reforzada, para soporte de grandes pesos" que constituye el objeto de la invención reivindicada, se describen seguidamente su composición y la disposición de sus elementos componentes, haciendo referencia a los dibujos que, por representar una realización preferente de dicho objeto, con carácter informativo, deben considerarse en su sentido más amplio y no como limitadores de la aplicación y el contenido de la invención reivindicada.To clearly show nature and the scope of the advantageous application of the "Flat structure reinforced, to support large weights "which constitutes the object of the claimed invention, its description is described below. composition and arrangement of its component elements, making reference to the drawings that, to represent an embodiment preference of said object, for informational purposes, must be considered in its broadest sense and not as limiting the application and content of the claimed invention.

La estructura reivindicada, que es de plástico moldeado o extrusionado, está formada por una pieza paralelepipédica de escasa altura, cuya cara superior en posición de uso es plana y está provista de numerosos espacios antideslizantes (1) de cualquier configuración, preferentemente dispuestos al tresbolillo en filas y columnas.The claimed structure, which is plastic molded or extruded, it is formed by a piece small parallelepiped, whose upper face in position of use is flat and is provided with numerous spaces non-slip (1) of any configuration, preferably ready to tresbolillo in rows and columns.

La parte inferior está constituida por calles longitudinales (2) destinadas al alojamiento de las armaduras de refuerzo formadas por tubos preferentemente cuadrados (3) de acero, limitándose dichas calles (2) a un lado y otro por paredes laterales (4) arriostradas por series de tabiquillos transversales (5), que contribuyen a la rigidización de la pieza y definen un conjunto alineado de celdas rectangulares (6).The lower part consists of streets Longitudinal (2) intended to accommodate the reinforcement of reinforcement formed by preferably square tubes (3) of steel, said streets (2) being limited to one side and the other by walls lateral (4) braced by series of transverse tabs (5), which contribute to the stiffening of the piece and define a aligned set of rectangular cells (6).

Las armaduras tubulares de refuerzo (3) se introducen en sus alojamientos en las calles longitudinales (2) desde un extremo de estas, haciéndolas deslizar hasta que alcanzan el extremo opuesto, siendo guiadas en dicho desplazamiento por las paredes laterales (4) y por tres o más puentes (7), de secciones de paso ajustadas a la sección exterior de las armaduras tubulares (3).The reinforcement tubular reinforcements (3) are introduced in their accommodation in the longitudinal streets (2) from one end of these, making them slide until they reach the opposite end, being guided in said displacement by side walls (4) and by three or more bridges (7), of sections of passage adjusted to the outer section of the tubular reinforcements (3).

Los extremos abiertos de las armaduras (3), se cierran mediante tapones elásticos (8) para impedir la entrada de humedad, pudiendo inmovilizarse los tubos (3) una vez introducidos en sus alojamientos, mediante el abocardado (9) de sus extremos (Fig. 7).The open ends of the reinforcements (3), are they close by means of elastic caps (8) to prevent the entry of moisture, being able to immobilize the tubes (3) once introduced in their housings, by means of the flaring (9) of their ends (Fig. 7).

En una variante de realización de la pieza básica, las armaduras tubulares de refuerzo (3) se colocan frontalmente en sus alojamientos estando la pieza en posición invertida, lo cual permite suprimir los puentes (7) de guiado del deslizamiento de las armaduras para su introducción, ocupando su lugar núcleos (10) destinados a la fijación atornillada de cada armadura en sus extremos, encontrándose estos cortados a bisel para facilitar su adaptación a dichos núcleos (10) y con la cara superior inclinada hacia dentro para formar avellanados (11) de asiento de las cabezas de los tornillos (Figuras 15 y 16).In a variant embodiment of the piece basic, the reinforcement tubular reinforcements (3) are placed frontally in their housings being the piece in position inverted, which allows to suppress the guiding bridges (7) of the sliding armor for its introduction, occupying its place cores (10) intended for bolted fastening of each armor at its ends, finding these bevel cut for facilitate its adaptation to said cores (10) and with the face upper inclined inward to form countersunk (11) of seat of the screw heads (Figures 15 and 16).

Claims (3)

1. Estructura plana reforzada, para soporte de grandes pesos, de plástico moldeado o extrusionado, caracterizada porque está formada por una pieza paralelepipédica de escasa altura, cuya cara superior en posición de uso es plana y está provista de numerosos espacios antideslizantes (1) de cualquier configuración, preferentemente dispuestos al tresbolillo en filas y columnas; mientras que la parte inferior está constituida por calles longitudinales (2) destinadas al alojamiento de las armaduras de refuerzo formadas por tubos preferentemente cuadrados (3) de acero, limitándose dichas calles (2) a un lado y otro por paredes laterales (4) arriostradas por series de tabiquillos transversales (5), que contribuyen a la rigidización de la pieza y definen un conjunto alineado de celdas rectangulares (6).1. Reinforced flat structure, for support of large weights, of molded or extruded plastic, characterized in that it is formed by a parallelepipedic piece of low height, whose upper face in use position is flat and is provided with numerous non-slip spaces (1) of any configuration, preferably arranged to triplet in rows and columns; while the lower part is constituted by longitudinal streets (2) destined to the housing of reinforcement reinforcements formed by preferably square tubes (3) of steel, said streets (2) being limited to one side and another by side walls (4) braced by series of transverse partitions (5), which contribute to the stiffening of the piece and define an aligned set of rectangular cells (6). 2. Estructura plana reforzada, para soporte de grandes pesos, de plástico moldeable, según la Reivindicación 1ª, caracterizada porque las armaduras tubulares de refuerzo (3) se introducen en sus alojamientos en las calles longitudinales (2) desde un extremo de estas, haciéndolas deslizar hasta que alcanzan el extremo opuesto, siendo guiadas en dicho desplazamiento por las paredes laterales (4) y por tres o más puentes (7), de secciones de paso ajustadas a la sección exterior de las armaduras tubulares (3), cerrándose los extremos abiertos de estas mediante tapones elásticos (8) para impedirla entrada de humedad, pudiendo inmovilizarse los tubos (3) una vez introducidos en sus alojamientos, mediante el abocardado (9) de sus extremos (Fig. 7).2. Reinforced flat structure, for support of large weights, of moldable plastic, according to Claim 1, characterized in that the reinforcement tubular reinforcements (3) are introduced into their housings in the longitudinal streets (2) from one end thereof, making them sliding until they reach the opposite end, being guided in said displacement by the side walls (4) and by three or more bridges (7), of passage sections adjusted to the outer section of the tubular reinforcements (3), closing the ends They are opened by means of elastic plugs (8) to prevent moisture from entering, the tubes (3) being able to be immobilized once they have been introduced into their housings, by means of the flaring (9) of their ends (Fig. 7). 3. Estructura plana reforzada, para soporte de grandes pesos, de plástico moldeable, según la Reivindicación 1ª, caracterizada porque en una variante de realización de la pieza básica, las armaduras tubulares de refuerzo (3) se colocan frontalmente en sus alojamientos estando la pieza en posición invertida, lo cual permite suprimir los puentes (7) de guiado del deslizamiento de las armaduras para su introducción, ocupando su lugar núcleos (10) destinados a la fijación atornillada de cada armadura en sus extremos, encontrándose estos cortados a bisel para facilitar su adaptación a dichos núcleos (10) y con la cara superior inclinada hacia dentro para formar un avellanado (II) de asiento de las cabezas de los tornillos (Figuras 15 y 16).3. Reinforced flat structure, for support of large weights, of moldable plastic, according to Claim 1, characterized in that in a variant embodiment of the basic part, the reinforcement tubular reinforcements (3) are placed frontally in their housings being the part in an inverted position, which makes it possible to suppress the guiding bridges (7) of the sliding of the reinforcements for their introduction, occupying their place cores (10) destined for the screwed fixing of each reinforcement at their ends, these being cut to bevel their adaptation to said cores (10) and with the upper face inclined inwards to form a countersink (II) for seating the screw heads (Figures 15 and 16).
ES200201223A 2002-05-29 2002-05-29 REINFORCED FLAT STRUCTURE, FOR LARGE WEIGHT SUPPORT. Expired - Fee Related ES2229843B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES200201223A ES2229843B1 (en) 2002-05-29 2002-05-29 REINFORCED FLAT STRUCTURE, FOR LARGE WEIGHT SUPPORT.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200201223A ES2229843B1 (en) 2002-05-29 2002-05-29 REINFORCED FLAT STRUCTURE, FOR LARGE WEIGHT SUPPORT.

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ES2229843A1 true ES2229843A1 (en) 2005-04-16
ES2229843B1 ES2229843B1 (en) 2006-02-01

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264352A1 (en) * 1986-10-08 1988-04-20 SPIDEM S.r.l. A percolator holding pan for espresso coffee making machine
FR2750719A1 (en) * 1996-07-05 1998-01-09 Jean Christian Coffering tray for concrete slabs
ES1038357U (en) * 1997-10-02 1998-07-01 Cuesta Millan Andres An improved plate for the formation of slabs. (Machine-translation by Google Translate, not legally binding)
ES1043845U (en) * 1999-07-06 2000-01-16 Pascual Jose Lorenzo Ibarra Formwork panel. (Machine-translation by Google Translate, not legally binding)

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0264352A1 (en) * 1986-10-08 1988-04-20 SPIDEM S.r.l. A percolator holding pan for espresso coffee making machine
FR2750719A1 (en) * 1996-07-05 1998-01-09 Jean Christian Coffering tray for concrete slabs
ES1038357U (en) * 1997-10-02 1998-07-01 Cuesta Millan Andres An improved plate for the formation of slabs. (Machine-translation by Google Translate, not legally binding)
ES1043845U (en) * 1999-07-06 2000-01-16 Pascual Jose Lorenzo Ibarra Formwork panel. (Machine-translation by Google Translate, not legally binding)

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