WO2014115116A2 - Reinforced profiled element - Google Patents

Reinforced profiled element Download PDF

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Publication number
WO2014115116A2
WO2014115116A2 PCT/IB2014/058528 IB2014058528W WO2014115116A2 WO 2014115116 A2 WO2014115116 A2 WO 2014115116A2 IB 2014058528 W IB2014058528 W IB 2014058528W WO 2014115116 A2 WO2014115116 A2 WO 2014115116A2
Authority
WO
WIPO (PCT)
Prior art keywords
ribs
reinforced profile
profile
exhibits
reinforced
Prior art date
Application number
PCT/IB2014/058528
Other languages
Spanish (es)
French (fr)
Other versions
WO2014115116A3 (en
Inventor
Héctor JIMENEZ TORRES
Original Assignee
Jimenez Torres Héctor
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=49120639&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=WO2014115116(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Jimenez Torres Héctor filed Critical Jimenez Torres Héctor
Priority to MX2015009484A priority Critical patent/MX366572B/en
Publication of WO2014115116A2 publication Critical patent/WO2014115116A2/en
Publication of WO2014115116A3 publication Critical patent/WO2014115116A3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • the present invention is developed in the field of mechanical engineering and construction, and particularly relates to a mechanical device installed in a simple manner in any type of construction, which exhibits improved tensile strength characteristics providing excellent earthquake resistance. buildings.
  • Figure 1 is a perspective view of the reinforced profile according to the present invention.
  • Figure 2 is a flat view from the front of the reinforced profile as illustrated in Figure 1, the back being a reflex image.
  • Figure 2A is a flat view from the front of the reinforced profile as shown in Figure 2, in which a modification of the upper end of the profile is illustrated.
  • Figure 2B is a flat view from the front of the reinforced profile as shown in Figure 2, in which another modification of the upper end of the profile is illustrated.
  • Figure 2C is a flat view from the front of the reinforced profile as shown in Figure 2, in which another modification of the upper end of the profile is illustrated.
  • Figure 3 is a planar view from one side of the reinforced profile as illustrated in Figure 1, the other side being a reflected image.
  • Figure 4 is a flat view from below of the reinforced profile, as illustrated in Figure 1.
  • Figure 5 is a flat view from above of the reinforced profile, as illustrated in Figure 1.
  • the present invention provides a first object corresponding to a reinforced profile that is characterized in that it consists of an elongated element (1) with two ends, one front (1 .1) and one rear (1 .2), where the elongated body is configured as a flat base (2) that at its lateral end edges folds once inwards on a portion of the same base (2), and then extends perpendicularly to form two side walls ( 3) that extend to form two upper ends (4) that bend inwards as an inverted U, where the base (2) exhibits one or more ribs (2.1) along its longitudinal axis, and where each of the side walls (3) exhibits multiple ribs (3.1) that cross said walls along its longitudinal axis.
  • the reinforced profile is characterized in that the base (2) exhibits two to ten ribs (2.1).
  • the reinforced profile is characterized in that the base (2) exhibits two to eight ribs (2.1). In another preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits two to six ribs (2.1).
  • the reinforced profile is characterized in that the base (2) exhibits two to four ribs (2.1).
  • the reinforced profile is characterized in that the base (2) exhibits three ribs (2.1).
  • the reinforced profile is characterized in that each of the side walls (3) exhibits two to ten ribs (3.1).
  • the reinforced profile is characterized in that each of the side walls (3) exhibits two to eight ribs (3.1).
  • the reinforced profile is characterized in that each of the side walls (3) exhibits two to six ribs (3.1).
  • the reinforced profile is characterized in that each of the side walls (3) exhibits two to four ribs (3.1). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits three ribs (3.1).
  • the reinforced profile is characterized in that each of the side walls (3) exhibits two ribs (3.1).
  • the reinforced profile is characterized in that each of the upper ends (4) exhibits from one to four ribs (4.1).
  • the reinforced profile is characterized in that the upper ends (4) are straight.
  • the reinforced profile is characterized in that the upper ends (4) are rounded.
  • the reinforced profile is characterized in that the upper ends (4) are semi-rounded.
  • the reinforced profile is characterized in that it is made of steel or aluminum.
  • the reinforced profile of the present invention exhibits a specific complete design that significantly improves the properties of earthquake resistance and tensile strength in any construction that incorporates it, either as mezzanine or roof.
  • the reinforced profile is shaped as an elongated element (1) that is configured as a flat base (2) that at its ends bends over itself and then forms the side walls (3) of the profile, which end at ends (4) that bend inwards until they acquire an inverted U-shape.
  • the side walls (3) and the base (2) of the reinforced profile is characterized by including a series of ribs along its longitudinal axis, as illustrated in the front planar view of Figure 2, and the flat side views of Figures 3 to 5.
  • the edges of the upper ends (4) are susceptible to various modifications, including: modification of the length of each of said edges so that the distance is reduced or increased or opening of the upper part of the profile, as long as possible the entry of the contributing material into said profile.
  • These modifications in length are also associated with the shape of said edges, which can be straight, triangulated, semi-straight, semi oval, semi-ellipsed, curly, among others.
  • these edges of the upper ends (4) may or may not include a series of ribs that cross said edges along their longitudinal direction.
  • the base includes a rib while the side walls include two ribs, as illustrated in the flat front view of Figure 2.
  • the edges of the upper ends ( 4) that bend in an inverted U-shape may exhibit one or more ribs, as illustrated in Figure 2C.
  • both the base and the walls can include more ribs, depending on the needs of the market or the technical specifications required.
  • the ends of the upper edges (4) can exhibit various shapes at their edges to meet the needs of the market. For example, depending on the number of ribs present or not, these edges of the upper ends may exhibit between some of these shapes straight, rounded, triangulated, trapezoidal, curly, oval, semi-ellipsed, or semi-rounded edges, as illustrated in Figures 2, 2A and 2B.
  • the person versed in the subject will understand that various shapes are possible for these edges of the upper ends (4).
  • the upper end of the profile must exhibit an opening that allows the material to enter contributor, which can be a mixture of cement, concrete, concrete, among others.
  • the distance between said edges may vary so that the opening is wide or smaller.
  • the reinforced profile according to the present invention is configured specifically to achieve the required earthquake resistance and tensile strength.
  • the reinforced profile of the present invention can be manufactured in various materials that are common to the materials used in the mechanical sector, such as steels, aluminum, among others. Although the person versed in the field will understand that another variety of materials can be used to manufacture said components, as long as the expected results are achieved to improve earthquake resistance and tensile strength of the constructions incorporating the reinforced profile.
  • the person versed in the subject will understand that said profile can be manufactured to fit and comply with the standard standards established in accordance with each local legislation for the field of building.
  • the reinforced profile of the present invention can be manufactured to conform to The needs of the market, the person versed in the matter will understand that the necessary modifications in weight, measurements and materials can be made, provided that the technical specifications required for the reinforced profile of the present invention of earthquake resistance and resistance to improved traction
  • the reinforced profile of the present invention can be configured and manufactured by various state-of-the-art techniques well known to anyone skilled in the art.
  • one of the techniques consists of cold rolling (called “coid rolled” in the conventional market) and hot rolling.
  • Another technique that can be used to configure the reinforced profile of the present invention is the extrusion of the material, which may include steel or aluminum, until the specific design of the profile is achieved.
  • the person versed in the subject will understand that you can employ any conventional technique that allows to achieve the design proposed for the reinforced profile of the present invention with the required technical specifications.
  • the reinforced profile like that of the present invention significantly improves the tensile strength and earthquake resistance properties in any type of construction because it exhibits a specific configuration that provides improved rigidity, with light weight.
  • the reinforced profile of the present invention is straightforward because it does not require formwork or dependable accessories.
  • the profile of the present invention is versatile because it easily accommodates any area, and is aesthetically attractive because it gives an excellent finish.
  • the profile of the present invention is easy to install since it does not require installation equipment and special tools, in the motorcycle; The mechanic who installs it does not require special knowledge.
  • the profile of the present invention is obtained by simple manufacturing processes, which significantly reduces its production costs.
  • the profile of the present invention has applications on mezzanines and roofs of any construction.
  • the profile of the present invention is a product of easy availability for the user in warehouses and hardware stores.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

The invention relates to the field of mechanical engineering and construction. More specifically, the invention relates to a mechanical device to be installed in a simple manner in any kind of construction in order to replace the traditional slabs or plaques and the construction materials. To this end, the device according to the invention consists of a metal profiled element with certain technical specifications and improved properties of resistance to traction, which, when installed in the centre of a construction, advantageously provides earthquake resistance and reduction of costs of materials, which is desirable for the builder. The device according the invention is simple, economical and easy to install as it can be adapted to any type of construction without any great difficulty.

Description

PERFIL REFORZADO  REINFORCED PROFILE
CAMPO DE LA INVENCIÓN FIELD OF THE INVENTION
La presente invención se desarrolla en el campo de la ingeniería mecánica y la construcción, y particularmente se relaciona con un dispositivo mecánico instalado de manera sencilla en cualquier tipo de construcción, el cual exhibe características mejoradas de resistencia a la tracción proporcionando excelente sismo resistencia a las construcciones. The present invention is developed in the field of mechanical engineering and construction, and particularly relates to a mechanical device installed in a simple manner in any type of construction, which exhibits improved tensile strength characteristics providing excellent earthquake resistance. buildings.
ANTECEDENTES DE LA INVENCIÓN BACKGROUND OF THE INVENTION
Es bien sabido en el estado de la técnica que en materia de construcción de edificaciones con frecuencia se emplean ciertos elementos estructurales para el diseño de cubiertas y entrepisos que generan rigidez y ayudan a mantener el contrapeso de las estructuras. Por ejemplo, en el caso de los entrepisos, estos tienen como función dividir una estructura en una gran cantidad de elementos estructurales equidistantes (denominadas vigas), de manera que cada una resista una porción de la carga total. De tal manera que para los entrepisos se hace necesario el empleo de estos elementos denominados perfiles estructurales. En tal caso, tanto la modulación como la luz entre apoyos de la viga, serán los factores que determinen la sección de los perfiles adoptados. Por ello, en general, las vigas se orientan en la dirección que genere la menor distancia entre apoyos, de tal forma que se requieran perfiles con la menor sección posible. En el estado de la técnica se conocen varios sistemas y prototipos de perfiles que son aplicables a las construcciones para reforzar lozas, entrepisos o cubiertas. Aunque por su naturaleza como perfiles proporcionan ventajas de sismo resistencia y resistencia a la tracción, es claro que los diseños y configuraciones de dichos perfiles convencionales no son suficientes para garantizar la rigidez y resistencia adecuada a la estructura a la cual se incorpora. It is well known in the state of the art that certain structural elements are often used in the construction of buildings for the design of roofs and mezzanines that generate rigidity and help maintain the counterweight of the structures. For example, in the case of mezzanines, these have the function of dividing a structure into a large number of equidistant structural elements (called beams), so that each resists a portion of the total load. So that the use of these elements called structural profiles is necessary for the mezzanines. In this case, both the modulation and the light between the supports of the beam will be the factors that determine the section of the adopted profiles. Therefore, in general, the beams are oriented in the direction that generates the shortest distance between supports, so that profiles with the smallest possible section are required. Several systems and prototype profiles are known in the state of the art that are applicable to constructions to reinforce tiles, mezzanines or roofs. Although due to their nature as profiles they provide advantages of earthquake resistance and tensile strength, it is clear that the designs and configurations of said conventional profiles are not sufficient to guarantee adequate rigidity and resistance to the structure to which it is incorporated.
En consecuencia, aún existe en el estado de la técnica la urgente necesidad de un novedoso perfil que permita mejorar considerablemente las propiedades de resistencia a la tracción y sismo resistencia de las construcciones, que reduzca los costos de las construcciones, de fácil disponibilidad y económico. Consequently, there is still an urgent need in the state of the art for a new profile that considerably improves the tensile strength and earthquake resistance properties of the constructions, which reduces the construction costs, of easy availability and economical.
DESCRIPCIÓN DE LAS FIGURAS DESCRIPTION OF THE FIGURES
El perfil reforzado acorde con la presente invención se puede comprender mejor si se hace referencia a las Figuras acompañantes: The reinforced profile according to the present invention can be better understood if reference is made to the accompanying Figures:
La Figura 1 es una vista en perspectiva del perfil reforzado de acuerdo con la presente invención. Figure 1 is a perspective view of the reinforced profile according to the present invention.
La Figura 2 es una vista plana desde la parte frontal del perfil reforzado como el ilustrado en la Figura 1 , siendo la parte posterior una imagen refleja. La Figura 2A es una vista plana desde la parte frontal del perfil reforzado como el mostrado en la Figura 2, en la cual se ilustra una modificación del extremo superior del perfil. Figure 2 is a flat view from the front of the reinforced profile as illustrated in Figure 1, the back being a reflex image. Figure 2A is a flat view from the front of the reinforced profile as shown in Figure 2, in which a modification of the upper end of the profile is illustrated.
La Figura 2B es una vista plana desde la parte frontal del perfil reforzado como el mostrado en la Figura 2, en la cual se ilustra otra modificación del extremo superior del perfil. Figure 2B is a flat view from the front of the reinforced profile as shown in Figure 2, in which another modification of the upper end of the profile is illustrated.
La Figura 2C es una vista plana desde la parte frontal del perfil reforzado como el mostrado en la Figura 2, en la cual se ilustra otra modificación del extremo superior del perfil. Figure 2C is a flat view from the front of the reinforced profile as shown in Figure 2, in which another modification of the upper end of the profile is illustrated.
La Figura 3 es una vista plana desde uno de los lados del perfil reforzado como el ilustrado en la Figura 1 , siendo el otro lado una imagen refleja. Figure 3 is a planar view from one side of the reinforced profile as illustrated in Figure 1, the other side being a reflected image.
La Figura 4 es una vista plana desde abajo del perfil reforzado, como el ilustrado en la Figura 1 . Figure 4 is a flat view from below of the reinforced profile, as illustrated in Figure 1.
La Figura 5 es una vista plana desde arriba del perfil reforzado, como el ilustrado en la Figura 1 . Figure 5 is a flat view from above of the reinforced profile, as illustrated in Figure 1.
DESCRIPCIÓN DETALLADA DE LA INVENCIÓN La siguiente es una descripción de la mejor forma de llevar a cabo la invención para lograr el diseño del perfil reforzado para ser instalado en medio de cualquier construcción como entrepiso o cubierta, con el cual se superan los inconvenientes técnicos existentes con los sistemas convencionales en cuanto a sismo resistencia, resistencia a la tracción, y costos excesivos de materiales. DETAILED DESCRIPTION OF THE INVENTION The following is a description of the best way to carry out the invention to achieve the design of the reinforced profile to be installed in the middle of any construction as a mezzanine or roof, with which the existing technical drawbacks with conventional systems are overcome as far as conventional systems are concerned. Earthquake resistance, tensile strength, and excessive material costs.
Para lograr su propósito, la presente invención proporciona un primer objeto que corresponde a un perfil reforzado que se caracteriza porque consiste de un elemento alargado (1 ) con dos extremos, uno frontal (1 .1 ) y uno posterior (1 .2), en donde el cuerpo alargado se configura como una base plana (2) que en sus bordes extremos laterales se pliega una vez hacia adentro sobre una porción de la misma base (2), y posteriormente se extiende en forma perpendicular para conformar dos paredes laterales (3) que se extienden hasta conformar dos extremos superiores (4) que se doblan hacia adentro a manera de U invertida, en donde la base (2) exhibe una o más nervaduras (2.1 ) a lo largo de su eje longitudinal, y en donde cada una de las paredes laterales (3) exhibe múltiples nervaduras (3.1 ) que atraviesan dichas paredes a lo largo de su eje longitudinal. To achieve its purpose, the present invention provides a first object corresponding to a reinforced profile that is characterized in that it consists of an elongated element (1) with two ends, one front (1 .1) and one rear (1 .2), where the elongated body is configured as a flat base (2) that at its lateral end edges folds once inwards on a portion of the same base (2), and then extends perpendicularly to form two side walls ( 3) that extend to form two upper ends (4) that bend inwards as an inverted U, where the base (2) exhibits one or more ribs (2.1) along its longitudinal axis, and where each of the side walls (3) exhibits multiple ribs (3.1) that cross said walls along its longitudinal axis.
En una realización preferida de la presente invención, el perfil reforzado se caracteriza porque la base (2) exhibe de dos a diez nervaduras (2.1 ). In a preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits two to ten ribs (2.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque la base (2) exhibe de dos a ocho nervaduras (2.1 ). En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque la base (2) exhibe de dos a seis nervaduras (2.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits two to eight ribs (2.1). In another preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits two to six ribs (2.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque la base (2) exhibe de dos a cuatro nervaduras (2.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits two to four ribs (2.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque la base (2) exhibe tres nervaduras (2.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that the base (2) exhibits three ribs (2.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe de dos a diez nervaduras (3.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits two to ten ribs (3.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe de dos a ocho nervaduras (3.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits two to eight ribs (3.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe de dos a seis nervaduras (3.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits two to six ribs (3.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe de dos a cuatro nervaduras (3.1 ). En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe tres nervaduras (3.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits two to four ribs (3.1). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits three ribs (3.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada una de las paredes laterales (3) exhibe dos nervaduras (3.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the side walls (3) exhibits two ribs (3.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque cada uno de los extremos superiores (4) exhibe desde una hasta cuatro nervaduras (4.1 ). In another preferred embodiment of the present invention, the reinforced profile is characterized in that each of the upper ends (4) exhibits from one to four ribs (4.1).
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque los extremos superiores (4) son rectos. In another preferred embodiment of the present invention, the reinforced profile is characterized in that the upper ends (4) are straight.
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque los extremos superiores (4) son redondeados. In another preferred embodiment of the present invention, the reinforced profile is characterized in that the upper ends (4) are rounded.
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque los extremos superiores (4) son semi-redondeados. In another preferred embodiment of the present invention, the reinforced profile is characterized in that the upper ends (4) are semi-rounded.
En otra realización preferida de la presente invención, el perfil reforzado se caracteriza porque es fabricado de acero o aluminio. Tal como lo ilustra la figura 1 , el perfil reforzado de la presente invención exhibe un diseño complet amenté específico que mejora significativamente las propiedades de sismo resistencia y resistencia a la tracción en cualquier construcción que lo incorpore, ya sea como entrepiso o cubierta. Lo anterior es posible debido a que el perfil reforzado se conforma como un elemento alargado (1 ) que se configura como una base plana (2) que en sus extremos se dobla sobre sí misma para luego conformar las paredes laterales (3) del perfil, las cuales terminan en extremos (4) que se doblan hacia adentro hasta adquirir una forma de U invertida. Las paredes laterales (3) y la base (2) del perfil reforzado se caracteriza por incluir una serie de nervaduras a lo largo de su eje longitudinal, tal como se ilustra en la vista plana frontal de la figura 2, y las vistas planas laterales de las figuras 3 a 5. De la misma manera, los bordes de los extremos superiores (4) son susceptibles de diversas modificaciones entre las que se incluyen: modificación de la longitud de cada uno de dichos bordes para que se reduzca o incremente la distancia o apertura de la parte superior del perfil, siempre y cuando sea posible el ingreso del material aportante al interior de dicho perfil. Estas modificaciones en longitud también están asociadas con la forma de dichos bordes, los cuales pueden ser rectos, triangulados, semi-rectos, semi ovalados, semi- elipsados, rizados, entre otros. A su vez, estos bordes de los extremos superiores (4) pueden incluir o no una serie de nervaduras que atraviesan dichos bordes a lo largo de su dirección longitudinal. En un diseño específico y característico del perfil reforzado, la base incluye una nervadura mientras que las paredes laterales incluyen dos nervaduras, tal como se ilustra en la vista plana frontal de la figura 2. De la misma manera, los bordes de los extremos superiores (4) que se doblan en forma de U invertida pueden exhibir una o más nervaduras, tal como se ilustra en la figura 2C. Sin embargo, la persona versada en la materia entenderá que tanto la base como las paredes pueden incluir más nervaduras, dependiendo de las necesidades del mercado o las especificaciones técnicas requeridas. In another preferred embodiment of the present invention, the reinforced profile is characterized in that it is made of steel or aluminum. As Figure 1 illustrates, the reinforced profile of the present invention exhibits a specific complete design that significantly improves the properties of earthquake resistance and tensile strength in any construction that incorporates it, either as mezzanine or roof. The above is possible because the reinforced profile is shaped as an elongated element (1) that is configured as a flat base (2) that at its ends bends over itself and then forms the side walls (3) of the profile, which end at ends (4) that bend inwards until they acquire an inverted U-shape. The side walls (3) and the base (2) of the reinforced profile is characterized by including a series of ribs along its longitudinal axis, as illustrated in the front planar view of Figure 2, and the flat side views of Figures 3 to 5. In the same way, the edges of the upper ends (4) are susceptible to various modifications, including: modification of the length of each of said edges so that the distance is reduced or increased or opening of the upper part of the profile, as long as possible the entry of the contributing material into said profile. These modifications in length are also associated with the shape of said edges, which can be straight, triangulated, semi-straight, semi oval, semi-ellipsed, curly, among others. In turn, these edges of the upper ends (4) may or may not include a series of ribs that cross said edges along their longitudinal direction. In a specific and characteristic design of the reinforced profile, the base includes a rib while the side walls include two ribs, as illustrated in the flat front view of Figure 2. Similarly, the edges of the upper ends ( 4) that bend in an inverted U-shape may exhibit one or more ribs, as illustrated in Figure 2C. However, the person versed in the subject will understand that both the base and the walls can include more ribs, depending on the needs of the market or the technical specifications required.
Estas nervaduras o ribetes a lo largo de las paredes, la base y los extremos superiores son en gran parte responsable de las propiedades mejoradas de sismo resistencia y resistencia a la tracción, puesto que su disposición específica le confiere mayor rigidez y resistencia al perfil reforzado de la presente invención. These ribs or edges along the walls, the base and the upper ends are largely responsible for the improved properties of earthquake resistance and tensile strength, since their specific arrangement confers greater rigidity and resistance to the reinforced profile of The present invention.
Adicionalmente, los extremos de los bordes superiores (4) pueden exhibir diversas formas en sus bordes para cumplir con las necesidades del mercado. Por ejemplo, dependiendo del número de nervaduras presentes o no, estos bordes de los extremos superiores pueden exhibir entre algunas de estas formas bordes rectos, redondeados, triangulados, trapezoidales, rizados, ovalados, semi- elipsados, o semi-redondeados, tal como se ilustra en las Figuras 2, 2A y 2B. No obstante, la persona versada en la materia entenderá que son posibles diversas formas para estos bordes de los extremos superiores (4). En cualquier caso, la persona versada en la materia entenderá que para efectos prácticos, el extremo superior del perfil debe exhibir una abertura que permita el ingreso del material aportante, que puede ser una mezcla de cemento, concreto, hormigón, entre otros. Es así, que en el caso de bordes rectos de los extremos superiores (4), la persona versada en la materia entenderá que la distancia entre dichos bordes puede variar para que la abertura sea amplia o más pequeña. Additionally, the ends of the upper edges (4) can exhibit various shapes at their edges to meet the needs of the market. For example, depending on the number of ribs present or not, these edges of the upper ends may exhibit between some of these shapes straight, rounded, triangulated, trapezoidal, curly, oval, semi-ellipsed, or semi-rounded edges, as illustrated in Figures 2, 2A and 2B. However, the person versed in the subject will understand that various shapes are possible for these edges of the upper ends (4). In any case, the person versed in the subject will understand that for practical purposes, the upper end of the profile must exhibit an opening that allows the material to enter contributor, which can be a mixture of cement, concrete, concrete, among others. Thus, in the case of straight edges of the upper ends (4), the person versed in the matter will understand that the distance between said edges may vary so that the opening is wide or smaller.
Especificaciones Técnicas Technical specifications
La persona versada en la materia entenderá que el perfil reforzado de acuerdo a la presente invención se configura de manera específica para lograr la sismo resistencia y resistencia a la tracción requeridas. The person skilled in the art will understand that the reinforced profile according to the present invention is configured specifically to achieve the required earthquake resistance and tensile strength.
El perfil reforzado de la presente invención se puede fabricar en diversos materiales que son comunes a los materiales empleados en el sector mecánico, tales como aceros, aluminio, entre otros. Aunque la persona versada en la materia entenderá que se puede emplear otra variedad de materiales para fabricar dichos componentes, siempre y cuando se logren los resultados esperados para mejorar sismo resistencia y resistencia a la tracción de las construcciones que incorporan el perfil reforzado. The reinforced profile of the present invention can be manufactured in various materials that are common to the materials used in the mechanical sector, such as steels, aluminum, among others. Although the person versed in the field will understand that another variety of materials can be used to manufacture said components, as long as the expected results are achieved to improve earthquake resistance and tensile strength of the constructions incorporating the reinforced profile.
En cuanto a los pesos y medidas del perfil reforzado de la presente invención, la persona versada en la materia entenderá que dicho perfil se puede fabricar para que se ajuste y cumpla con las normas estándar establecidas de acuerdo con cada legislación local para el campo de la construcción. De esta manera, aunque el perfil reforzado de la presente invención se puede fabricar para que se ajusten a las necesidades del mercado, la persona versada en la materia entenderá que se pueden realizar las modificaciones necesarias en peso, medidas y materiales, siempre y cuando se mantengan las especificaciones técnicas requeridas para el perfil reforzado de la presente invención de sismo resistencia y resistencia a la tracción mejoradas. As for the weights and measures of the reinforced profile of the present invention, the person versed in the subject will understand that said profile can be manufactured to fit and comply with the standard standards established in accordance with each local legislation for the field of building. In this way, although the reinforced profile of the present invention can be manufactured to conform to The needs of the market, the person versed in the matter will understand that the necessary modifications in weight, measurements and materials can be made, provided that the technical specifications required for the reinforced profile of the present invention of earthquake resistance and resistance to improved traction
Es así como la persona versada en la materia interesada en fabricar el perfil reforzado de la presente invención puede diseñarlo con base en una tabla de cálculos en la cual se estandaricen las especificaciones del perfil con base en diferentes variables, entre las que se incluyen peso, dimensiones, carga máxima, resistencia a la tracción, sismo resistencia, entre otras. Partiendo de estas especificaciones, la persona versada en la materia puede combinar dichas variables y realizar los cálculos necesarios para determinar las especificaciones técnicas del perfil reforzado resultante de la presente invención con propiedades mejoradas de sismo resistencia y resistencia a la tracción. This is how the person versed in the subject interested in manufacturing the reinforced profile of the present invention can design it based on a table of calculations in which the specifications of the profile are standardized based on different variables, including weight, dimensions, maximum load, tensile strength, earthquake resistance, among others. Based on these specifications, the person skilled in the art can combine these variables and perform the calculations necessary to determine the technical specifications of the reinforced profile resulting from the present invention with improved properties of earthquake resistance and tensile strength.
Sin embargo, a manera de ejemplo ilustrativo, se expone la tabla que se muestra a continuación en la cual se describen algunas especificaciones técnicas y medidas para el perfil reforzado de la presente invención: However, as an illustrative example, the table shown below is described in which some technical specifications and measures for the reinforced profile of the present invention are described:
Propiedad Especificación técnica Property Technical Specification
Rendimiento 1 .5 mi  Performance 1 .5 mi
Resistencia a la tracción 289 MPa (42000 psi) Ancho 12 cm Tensile strength 289 MPa (42000 psi) Width 12 cm
Altura 9 cm  Height 9 cm
Peso 4.77 Kg  Weight 4.77 Kg
Las anteriores dimensiones no son restrictivas del perfil reforzado de la presente invención, sino que son ilustrativas de algunas medidas comúnmente requeridas en el mercado de los perfiles, y por ende, pueden variar de conformidad con los requerimientos del usuario o del mercado. The above dimensions are not restrictive of the reinforced profile of the present invention, but are illustrative of some measures commonly required in the profile market, and therefore, may vary in accordance with the requirements of the user or the market.
Fabricación Manufacturing
El perfil reforzado de la presente invención se puede configurar y fabricar mediante diversas técnicas del estado del arte muy conocidas por cualquier persona versada en la materia. Por ejemplo, es bien sabido que una de las técnicas consiste en el laminado en frío (denominada como "coid rolled" en el mercado convencional) y laminado en caliente. Otra técnica que se puede emplear para configurar el perfil reforzado de la presente invención es la extrusión del material, que puede incluir acero o el aluminio, hasta lograr el diseño específico del perfil. La persona versada en la materia entenderá que se puede emplear cualquier técnica convencional que permita lograr el diseño planteado para el perfil reforzado de la presente invención con las especificaciones técnicas requeridas. The reinforced profile of the present invention can be configured and manufactured by various state-of-the-art techniques well known to anyone skilled in the art. For example, it is well known that one of the techniques consists of cold rolling (called "coid rolled" in the conventional market) and hot rolling. Another technique that can be used to configure the reinforced profile of the present invention is the extrusion of the material, which may include steel or aluminum, until the specific design of the profile is achieved. The person versed in the subject will understand that you can employ any conventional technique that allows to achieve the design proposed for the reinforced profile of the present invention with the required technical specifications.
VENTAJAS DE LA INVENCIÓN ADVANTAGES OF THE INVENTION
Ahora bien, las ventajas del perfil reforzado como el de la presente invención, se pueden resumir con base en las siguientes consideraciones. However, the advantages of the reinforced profile such as that of the present invention can be summarized based on the following considerations.
♦ El perfil reforzado como el de la presente invención mejora significativamente las propiedades de resistencia a la tracción y sismo resistencia en cualquier tipo de construcción porque exhibe una configuración específica que le proporciona rigidez mejorada, con peso liviano. ♦ The reinforced profile like that of the present invention significantly improves the tensile strength and earthquake resistance properties in any type of construction because it exhibits a specific configuration that provides improved rigidity, with light weight.
♦ El perfil reforzado de la presente invención es sencillo porque no requiere de formaletas ni accesorios dispendiosos. ♦ The reinforced profile of the present invention is straightforward because it does not require formwork or dependable accessories.
♦ El perfil de la presente invención es versátil porque se acomoda fácilmente a cualquier área, y resulta estéticamente atractivo porque confiere un excelente acabado. ♦ The profile of the present invention is versatile because it easily accommodates any area, and is aesthetically attractive because it gives an excellent finish.
♦ El perfil de la presente invención es de fácil instalación puesto que no requiere de equipos de instalación y de herramientas especiales, en la motocicleta; el mecánico que lo instale no requiere de conocimientos especiales. ♦ The profile of the present invention is easy to install since it does not require installation equipment and special tools, in the motorcycle; The mechanic who installs it does not require special knowledge.
♦ El perfil de la presente invención reduce notablemente los costos de construcción. ♦ The profile of the present invention significantly reduces construction costs.
♦ El perfil de la presente invención se obtiene mediante procesos de fabricación sencillos, lo cual reduce notablemente sus costos de producción. ♦ The profile of the present invention is obtained by simple manufacturing processes, which significantly reduces its production costs.
♦ El perfil de la presente invención tiene aplicaciones en entrepisos y cubiertas de cualquier construcción. ♦ The profile of the present invention has applications on mezzanines and roofs of any construction.
♦ El perfil de la presente invención es un producto de fácil disponibilidad para el usuario en depósitos y ferreterías. ♦ The profile of the present invention is a product of easy availability for the user in warehouses and hardware stores.
Finalmente, cualquier persona en el arte, particularmente una persona versada que tenga acceso a las enseñanzas de la presente invención, reconocerá sin dificultad que es posible cualquier modificación o variación sobre el perfil reforzado, aquí revelado, sin que las mismas se aparten del alcance y espíritu de la invención. De tal manera que todas las realizaciones y variaciones expuestas en la presente invención no deben entenderse como limitantes del alcance de la invención, el cual se determina por el contenido de las siguientes reivindicaciones. Finally, any person in the art, particularly a versed person who has access to the teachings of the present invention, will recognize without difficulty that any modification or variation on the reinforced profile, disclosed herein, is possible, without them departing from the scope and spirit of the invention. Thus, all the embodiments and variations set forth in the present invention should not be construed as limiting the scope of the invention, which is determined by the content of the following claims.

Claims

REIVINDICACIONES
1 . Un perfil reforzado, caracterizado porque consiste de un elemento alargado (1 ) con dos extremos, uno frontal (1 .1 ) y uno posterior (1 .2), en donde el cuerpo alargado se configura como una base plana (2) que en sus bordes extremos laterales se pliega una vez hacia adentro sobre una porción de la misma base (2) y posteriormente se extiende en forma perpendicular para conformar dos paredes laterales (3) que se extienden hasta conformar dos extremos (4) que se doblan hacia adentro a manera de U invertida, en donde la base (2) exhibe una o más nervaduras (2.1 ) a lo largo de su eje longitudinal, y en donde cada una de las paredes laterales (3) exhibe múltiples nervaduras (3.1 ) que atraviesan dichas paredes a lo largo de su eje longitudinal. one . A reinforced profile, characterized in that it consists of an elongated element (1) with two ends, one front (1 .1) and one rear (1 .2), where the elongated body is configured as a flat base (2) that in its lateral end edges fold once inwards on a portion of the same base (2) and then extend perpendicularly to form two side walls (3) that extend to form two ends (4) that bend inwards as an inverted U, where the base (2) exhibits one or more ribs (2.1) along its longitudinal axis, and where each of the side walls (3) exhibits multiple ribs (3.1) running through said walls along its longitudinal axis.
2. Un perfil reforzado como el de la reivindicación 1 , caracterizado porque la base (2) exhibe de dos a diez nervaduras (2.1 ). 2. A reinforced profile as in claim 1, characterized in that the base (2) exhibits two to ten ribs (2.1).
3. Un perfil reforzado como el de las reivindicación 2, caracterizado porque la base (2) exhibe de dos a ocho nervaduras (2.1 ). 3. A reinforced profile as in claim 2, characterized in that the base (2) exhibits two to eight ribs (2.1).
4. Un perfil reforzado como el de las reivindicación 2, caracterizado porque la base (2) exhibe de dos a seis nervaduras (2.1 ). 4. A reinforced profile as in claim 2, characterized in that the base (2) exhibits two to six ribs (2.1).
5. Un perfil reforzado como el de las reivindicaciones 1 a 4, caracterizado porque la base (2) exhibe de dos a cuatro nervaduras (2.1 ). 5. A reinforced profile as in claims 1 to 4, characterized in that the base (2) exhibits two to four ribs (2.1).
6. Un perfil reforzado como el de las reivindicaciones 1 a 5, caracterizado porque la base (2) exhibe tres nervaduras (2.1 ). 6. A reinforced profile as in claims 1 to 5, characterized in that the base (2) exhibits three ribs (2.1).
7. Un perfil reforzado como el de las reivindicaciones 1 a 6, caracterizado porque las paredes laterales (3) exhibe cada una de dos a diez nervaduras (3.1 ).  7. A reinforced profile as in claims 1 to 6, characterized in that the side walls (3) each exhibit two to ten ribs (3.1).
8. Un perfil reforzado como el de las reivindicaciones 1 a 7, caracterizado porque las paredes laterales (3) exhibe cada una de dos a ocho nervaduras (3.1 ). 8. A reinforced profile as in claims 1 to 7, characterized in that the side walls (3) each exhibit two to eight ribs (3.1).
9. Un perfil reforzado como el de las reivindicaciones 1 a 8, caracterizado porque las paredes laterales (3) exhibe cada una de dos a seis nervaduras (3.1 ). 9. A reinforced profile as in claims 1 to 8, characterized in that the side walls (3) each exhibit two to six ribs (3.1).
10. Un perfil reforzado como el de las reivindicaciones 1 a 9, caracterizado porque las paredes laterales (3) exhibe cada una de dos a cuatro nervaduras (3.1 ). 10. A reinforced profile as in claims 1 to 9, characterized in that the side walls (3) each exhibit two to four ribs (3.1).
1 1 . Un perfil reforzado como el de las reivindicaciones 1 a 10, caracterizado porque las paredes laterales (3) exhibe cada una tres nervaduras (3.1 ). eleven . A reinforced profile as in claims 1 to 10, characterized in that the side walls (3) each exhibit three ribs (3.1).
12. Un perfil reforzado como el de las reivindicaciones 1 a 1 1 , caracterizado porque las paredes laterales (3) exhibe cada una dos nervaduras (3.1 ). 12. A reinforced profile as in claims 1 to 1, characterized in that the side walls (3) each exhibit two ribs (3.1).
13. Un perfil reforzado como el de las reivindicaciones 1 a 12, caracterizado porque cada uno de los extremos superiores (4) exhibe desde una hasta cuatro nervaduras (4.1 ). 13. A reinforced profile as in claims 1 to 12, characterized in that each of the upper ends (4) exhibits from one to four ribs (4.1).
14. Un perfil reforzado como el de las reivindicaciones 1 a 13, caracterizado porque cada uno de los extremos superiores (4) exhibe desde una hasta cuatro nervaduras (4.1 ). 14. A reinforced profile as in claims 1 to 13, characterized in that each of the upper ends (4) exhibits from one to four ribs (4.1).
15. Un perfil reforzado como el de las reivindicaciones 1 a 14, caracterizado porque los extremos superiores (4) exhibe bordes rectos. 15. A reinforced profile as in claims 1 to 14, characterized in that the upper ends (4) exhibit straight edges.
16. Un perfil reforzado como el de las reivindicaciones 1 a 14, caracterizado porque los extremos superiores (4) exhibe bordes redondeados. 16. A reinforced profile as in claims 1 to 14, characterized in that the upper ends (4) exhibit rounded edges.
17. Un perfil reforzado como el de las reivindicaciones 1 a 14, caracterizado porque los extremos superiores (4) exhibe bordes semi redondeados. 17. A reinforced profile as in claims 1 to 14, characterized in that the upper ends (4) exhibit semi-rounded edges.
18. Un perfil reforzado como el de las reivindicaciones 1 a 1 7, caracterizado porque es fabricado de acero o aluminio. 18. A reinforced profile as in claims 1 to 7, characterized in that it is made of steel or aluminum.
PCT/IB2014/058528 2013-01-24 2014-01-24 Reinforced profiled element WO2014115116A2 (en)

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CO13-13373 2013-01-24
CO13013373U CO6720103U1 (en) 2013-01-24 2013-01-24 Reinforced profile

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018091968A1 (en) * 2016-10-28 2018-05-24 Jimenez Torres Hector Structural device for forming construction slabs
WO2020095216A1 (en) * 2018-11-07 2020-05-14 Jimenez Torres Hector Profile-type structural device for conforming plates in buildings

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1778337A (en) * 1927-08-20 1930-10-14 Detroit Steel Products Co Structural element for buildings
US1997876A (en) * 1929-04-17 1935-04-16 William O Sheldon Metal lumber
US3332179A (en) * 1964-09-08 1967-07-25 Andrew J Toti Canopy construction
DE3442355C1 (en) * 1984-11-20 1986-01-02 Richter-System GmbH & Co KG, 6103 Griesheim Sheet-metal profile for false-ceiling load-bearing members, upright supports and the like
US20060096200A1 (en) * 2004-11-05 2006-05-11 Daudet Larry R Building construction components

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018091968A1 (en) * 2016-10-28 2018-05-24 Jimenez Torres Hector Structural device for forming construction slabs
WO2020095216A1 (en) * 2018-11-07 2020-05-14 Jimenez Torres Hector Profile-type structural device for conforming plates in buildings

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CO6720103U1 (en) 2013-07-31
WO2014115116A3 (en) 2014-12-11

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