WO2014115116A2 - Profilé renforcé - Google Patents

Profilé renforcé 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
English (en)
Spanish (es)
Other versions
WO2014115116A3 (fr
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
Family has litigation
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/es
Publication of WO2014115116A2 publication Critical patent/WO2014115116A2/fr
Publication of WO2014115116A3 publication Critical patent/WO2014115116A3/fr

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)
  • Joining Of Building Structures In Genera (AREA)
  • Moulding By Coating Moulds (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)

Abstract

La présente invention trouve une application dans le domaine de l'ingénierie mécanique et de la construction. Plus particulièrement, la présente invention concerne un dispositif mécanique pouvant être installé facilement sur n'importe quel type de construction pour remplacer les traditionnels carreaux ou plaques et les matériaux de construction. Ainsi, le dispositif de la présente invention consiste en un profilé métallique qui présente certaines spécifications techniques ainsi que des propriétés améliorées de résistance à la traction, et qui, lors de son installation dans une construction, offre des avantages en termes de résistance sismique et de réduction des coûts en matériaux, ce qui est souhaitable pour le constructeur. Le dispositif de la présente invention est simple, économique et facile à installer étant donné qu'il peut être adapté à tout type de construction sans difficulté majeure.
PCT/IB2014/058528 2013-01-24 2014-01-24 Profilé renforcé WO2014115116A2 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
MX2015009484A MX366572B (es) 2013-01-24 2014-01-24 Perfil reforzado.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CO13-13373 2013-01-24
CO13013373U CO6720103U1 (es) 2013-01-24 2013-01-24 Perfil reforzado

Publications (2)

Publication Number Publication Date
WO2014115116A2 true WO2014115116A2 (fr) 2014-07-31
WO2014115116A3 WO2014115116A3 (fr) 2014-12-11

Family

ID=49120639

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2014/058528 WO2014115116A2 (fr) 2013-01-24 2014-01-24 Profilé renforcé

Country Status (3)

Country Link
CO (1) CO6720103U1 (fr)
PE (1) PE20151321Z (fr)
WO (1) WO2014115116A2 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2018091968A1 (fr) * 2016-10-28 2018-05-24 Jimenez Torres Hector Dispositif structural pour formation de dalles de construction
WO2020095216A1 (fr) * 2018-11-07 2020-05-14 Jimenez Torres Hector Dispositif structural de type profilé permettant une conformation de plaques dans des bâtiments

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 (de) * 1984-11-20 1986-01-02 Richter-System GmbH & Co KG, 6103 Griesheim Blechprofil für Unterdeckenträger, Ständer u. dgl.
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 (fr) * 2016-10-28 2018-05-24 Jimenez Torres Hector Dispositif structural pour formation de dalles de construction
WO2020095216A1 (fr) * 2018-11-07 2020-05-14 Jimenez Torres Hector Dispositif structural de type profilé permettant une conformation de plaques dans des bâtiments

Also Published As

Publication number Publication date
WO2014115116A3 (fr) 2014-12-11
CO6720103U1 (es) 2013-07-31
PE20151321Z (es) 2015-10-22

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