WO2018008037A1 - Élément structurel - Google Patents

Élément structurel Download PDF

Info

Publication number
WO2018008037A1
WO2018008037A1 PCT/IL2017/050770 IL2017050770W WO2018008037A1 WO 2018008037 A1 WO2018008037 A1 WO 2018008037A1 IL 2017050770 W IL2017050770 W IL 2017050770W WO 2018008037 A1 WO2018008037 A1 WO 2018008037A1
Authority
WO
WIPO (PCT)
Prior art keywords
central portion
structural
web
structural elements
structural unit
Prior art date
Application number
PCT/IL2017/050770
Other languages
English (en)
Inventor
Dov MARKOVITCH
Dov MOSKOVITCH
Original Assignee
Markovitch Dov
Moskovitch Dov
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
Application filed by Markovitch Dov, Moskovitch Dov filed Critical Markovitch Dov
Priority to US16/315,644 priority Critical patent/US20190177975A1/en
Priority to EP17823776.4A priority patent/EP3482013A4/fr
Publication of WO2018008037A1 publication Critical patent/WO2018008037A1/fr
Priority to IL262466A priority patent/IL262466A/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/322—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material with parallel corrugations
    • 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
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/32—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material
    • E04C2/328—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure formed of corrugated or otherwise indented sheet-like material; composed of such layers with or without layers of flat sheet-like material slightly bowed or folded panels not otherwise provided for
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2002/001—Mechanical features of panels
    • E04C2002/004—Panels with profiled edges, e.g. stepped, serrated

Definitions

  • the present invention relates to the field of structural units, and more particularly to the field of fast erection light structural units.
  • Structural units are known. They vary in the constructional materials they are made from, and, in the erection methods. The most common structures are made of concrete with reinforcing steel. These structures are very strong, however, they are very heavy, expensive, and require relatively long erection period; preparation of molds, long curing periods of the concrete, laboratory tests for verifying final strength, etc.
  • the light cover may consist of an aluminum frame onto which are assembled glass plates, gypsum plates, and the like.
  • a structural unit is formed from structural elements that are connected to each other in a simple manner. When all the structural elements are attached to each other, the structural unit may form a strong and rigid structure up to five stories high.
  • the advantage of the structural element of the present invention is that construction of a structural unit with a separate frame onto which a cover is assembled is successfully prevented.
  • the structural unit includes both a frame and a cover formed using the structural element of the present invention.
  • a structural element including a substantially flat central portion, a first web portion perpendicularly extending from an edge of the central portion, and a second web portion perpendicularly extending from an opposing edge of the central portion.
  • the central portion and the first and second web portions are formed from a unitary steel sheet.
  • the structural element is suitable for forming load bearing floors and/or walls in a structure.
  • the first and second web portions include a flat portion and at least one longitudinally extending ridge.
  • the flat central portion includes one or more longitudinally extending ridges.
  • first and second web portions include an inwardly directed end bend directed in a direction towards the central portion. In some embodiments, the first and second web portions include an outwardly directed end bend directed in a direction away from the central portion.
  • the first web portion includes an inwardly directed end bend directed in a direction towards the central portion and the second web portion includes an outwardly directed end bend directed in a direction away from the central portion.
  • the at least one longitudinally extending ridge is inwardly directed in a direction towards the central portion.
  • the at least one longitudinally extending ridge is outwardly directed in a direction away from the central portion.
  • a structural unit formed from a plurality of structural elements, each structural element having a substantially flat central portion, a first web portion perpendicularly extending from an edge of the central portion, and a second web portion perpendicularly extending from an opposing edge of the central portion.
  • the central portion and the first and second web portions are formed from a unitary steel sheet.
  • the structural element is suitable for forming load bearing floors and/or walls in a structure. Also included is a ground slab to support the structure.
  • the first and second web portions in each of the structural elements include a flat portion and at least one longitudinally extending ridge.
  • the structure includes a frame formed using the structural elements.
  • the structure includes one or more floors formed using the structural elements.
  • the structure includes one or more walls formed using the structural elements.
  • the structure includes a maximum of five stories.
  • Fig. 1 is a perspective view of a structural unit built using structural elements, according to an embodiment of the present invention
  • Fig. 2 is a perspective view of a structural element, according to an embodiment of the present invention.
  • Fig. 3 is a cross-sectional view showing the connection between the web portions of two consecutive structural elements, according to a first embodiment of the present invention
  • Fig. 4 is a cross-sectional view showing the connection between the web portions of two consecutive structural elements according to a second embodiment of the present invention.
  • Fig. 5 schematically illustrates the construction of the balcony in the structural unit, according to an embodiment of the present invention
  • Fig. 6 schematically illustrates the construction of a wall in the structural unit, according to an embodiment of the present invention
  • Fig. 7 schematically illustrates the construction of a facade and roof in the structural unit, according to an embodiment of the present invention
  • Fig. 8 schematically illustrates the construction of an internal floor and walls in the structural unit, according to an embodiment of the present invention
  • Fig. 9 schematically illustrates the construction of a floor and a wall (interior and/or exterior) in the structural unit, according to an embodiment of the present invention.
  • Fig. 10 schematically illustrates the construction of a floor (ledge) and exterior wall in the structural unit, according to an embodiment of the present invention. DESCRIPTION OF PREFERRED EMBODIMENTS
  • FIGs. 1 to 4 show a structural unit 10 according to the present invention.
  • the structural unit 10 will hereinafter be called "unit”.
  • the unit 10 is formed from a plurality of structural elements 12 that make up the major portion of the unit 10.
  • Each of the structural elements 12 is produced out of a steel roll, having a given width, which is rolled and cut to the desired shape and length.
  • Each of the structural elements 12 is formed from a unitary piece that comprises a central portion 14 and two web portions 16 extending perpendicularly therefrom.
  • the structural element 12 has an element length L and an element width W.
  • each of the web portions 16 comprises a flat web portion 18 and a longitudinally extending ridge 20 that increases the rigidity of the web portion 16 and hence of the entire structural element 12.
  • the central portion 14 may be provided with a ridge, or a plurality of ridges, for increasing the total rigidity and bending resistance of the structural element 12.
  • each of the web portions 16 is provided with an inwardly directed end bend 22.
  • the end bend 22 significantly increases the rigidity of the web portions 16 and hence of the entire structural element 12. Furthermore, the end bend 22 adds additional convenience and safety when transporting, conveying and using the structural element 12.
  • the ridges 20 of the web portions 16 are inwardly directed, thus enabling easy abutment of the flat web portion 18 of a given structural element 12 against the flat web portion 18 of the consecutive structural element 12.
  • the web portions 16 are then attached to each other by a multitude of self-drilling screws 24. After the first alignment of two consecutive structural elements 12, the application of the self- drilling screws 24 is easy, fast, and does not require any specific accuracy. Thus, after the application of the multitude of self-drilling screws, the two structural elements 12 are rigidly attached to each other and form a single unit.
  • the web portions 16 are formed such that a first web portion of a given structural element is formed with the ridge directed inwardly, while a second web portion of the same structural element is formed with the ridge directed outwardly.
  • the two ridges fit into each other in a male-female manner, thus providing additional fit and sturdiness between the structural elements. It is clear in this case, that the male ridge should be slightly smaller than the female ridge in order to provide perfect fit therebetween.
  • a multitude of structural elements 12 are attached to each other as described above and placed vertically on a pre-prepared base foundation.
  • the base foundation may be formed from gravel or concrete to suit the floor tiling that will be later applied thereon.
  • an upper horizontal structural element 12 is placed thereon and connected therewith by means of corner L-beams that are attached by self-drilling screws.
  • Other type of attachment means may be used to connect the vertical and horizontal structural elements 12 and may include structural components such as beams and profiles (U-shaped, T-shaped, I- shaped, T-shaped, etc.) known in the art.
  • Figs. 5 to 9 schematically illustrate exemplary connections of the structural elements 12 used to build the structural unit 10, according to some embodiments of the present invention. Appropriate structural attachment elements are used to connect the structural elements 12 with other structural components.
  • Fig. 5 illustrates the construction of the balcony in the structural unit 10 (detail B) and includes multiple structural elements 12 horizontally and vertically arranged.
  • Horizontal structural elements 12 are laid over a horizontal beam 13 which is supported on one side by a column 17 and on the other side by a vertical structural element 12 which also forms the exterior wall of the unit 10.
  • the horizontal structural elements 12 support a balcony deck structure 15.
  • Fig. 6 illustrates the construction of a wall in the structural unit 10 (detail A) and includes vertical structural elements 12 attached to a floor 19 in one of the stories.
  • the vertical structural elements 12 may be covered by blocks or other type of coverings (e.g. gypsum boards, metal lathe and plaster, among other known covering).
  • Fig. 7 illustrates the construction of a facade and roof in the structural unit 10 (detail D) and includes multiple structural elements 12 vertically and horizontally arranged.
  • the horizontal structural elements 12 are supported at the ends by vertical structural elements 12 which also form a section of the facade of the structure 10.
  • the horizontal elements 12 support the roof structure 23.
  • Fig. 8 illustrates the construction of an internal floor and walls in the structural unit 10 (detail E) and includes multiple structural elements 12 vertically and horizontally arranged. As may be appreciated from the figure, the horizontal structural elements 12 form the floor and are supported by the vertical structural elements 12 which form the walls.
  • Fig. 9 illustrates the construction of a floor and a wall (interior and/or exterior) in the structural unit 10 (detail F) and includes multiple structural elements 12 vertically and horizontally arranged.
  • the horizontal structural elements 12 form the floor and are supported by the vertical structural elements 12 which form the walls.
  • the horizontal structural elements 12 on one side of the wall may be oriented perpendicularly to those on the other side of the wall.
  • Fig. 10 illustrates the construction of a floor (ledge) and exterior wall in the structural unit 10 (detail C) and includes multiple structural elements 12 vertically and horizontally arranged.
  • This form of building the structural unit 10 has been found to be efficient at least up to five stories height. In that manner, a cheap and fast erecting structure can be built, without the need of concrete columns or steel beams.
  • the structural unit 10 built according to the present invention enables considerable savings and advantages during the construction process
  • the transportation of prepared structural elements 12 to the erection site may be prevented.
  • the structural elements 12 may be rolled and cut on site, thus saving the transportation of a considerable volume of elements.
  • the on-site production of the structural elements 12 eliminates any damages to the structural elements 12 that may otherwise occur during transportation thereof.
  • the structural elements 12 provide both the frame and the cover of the structural unit 10. 8. It is not necessary to provide large steel beams for supporting the structural unit 10, thus saving money, time, transportation, and erection.
  • the structural unit 10 is erected in a fast and economical manner, and provides adequate and stable accommodation up to five stories in height.
  • this structural unit may be used for building one, two, or up to five stories high.
  • the upper cover of the structural unit may be formed from structural elements as described above or similar thereto.
  • the structural elements may be provided with thermal insulation, as glass wool or the like, and closed by another sheet of metal, to form unit that is covered from its four sides.
  • Openings in the structural elements may be opened according to design needs.
  • steel beams may be added to the structural unit.
  • these beams are an addition only, and do not form an essential part of the invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

Un élément structurel comprenant une partie centrale sensiblement plate, une première partie de bande s'étendant perpendiculairement à partir d'un bord de la partie centrale, et une seconde partie de bande s'étendant perpendiculairement à partir d'un bord opposé de la partie centrale. La partie centrale et les première et seconde parties de bande sont formées à partir d'une feuille d'acier unitaire. L'élément structural est approprié pour former des planchers et/ou des murs porteurs dans une structure.
PCT/IL2017/050770 2016-07-06 2017-07-06 Élément structurel WO2018008037A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US16/315,644 US20190177975A1 (en) 2016-07-06 2017-07-06 Structural element
EP17823776.4A EP3482013A4 (fr) 2016-07-06 2017-07-06 Élément structurel
IL262466A IL262466A (en) 2016-07-06 2018-10-18 Structural element

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US201662358575P 2016-07-06 2016-07-06
US62/358,575 2016-07-06

Publications (1)

Publication Number Publication Date
WO2018008037A1 true WO2018008037A1 (fr) 2018-01-11

Family

ID=60912478

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IL2017/050770 WO2018008037A1 (fr) 2016-07-06 2017-07-06 Élément structurel

Country Status (4)

Country Link
US (1) US20190177975A1 (fr)
EP (1) EP3482013A4 (fr)
IL (1) IL262466A (fr)
WO (1) WO2018008037A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021123792A1 (de) 2021-09-14 2023-03-16 Hörmann KG Steinhagen Metallblech-Wandelement mit abgekanteter Kantenausbildung zur Verbindung mit weiterem Metallblech-Wandelement sowie Verwendungen desselben

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA3168309A1 (fr) 2021-08-16 2023-02-16 Brent G. Olund Noyau d'immeuble et trousse d'assemblage

Citations (5)

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Publication number Priority date Publication date Assignee Title
EP0957324A1 (fr) * 1998-05-15 1999-11-17 WSAB Virkestorkar AB Elément module pour la construction d'une paroi interne autoportante d'une paroi externe composite d'un four de séchage pour matériaux en bois
AU2004235640A1 (en) * 2003-12-12 2005-06-30 Alan Harry Newman Improvements in tray flooring
US20060059808A1 (en) * 2004-09-23 2006-03-23 Nguyen Hung T Prefabricated universal structural steel panel and panel system
WO2009013470A2 (fr) * 2007-07-20 2009-01-29 Wernick Buildings Limited Système de construction modulaire
WO2011137478A1 (fr) * 2010-05-05 2011-11-10 George Milatos Amélioration d'un panneau allongé pour bâtiment

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0957324A1 (fr) * 1998-05-15 1999-11-17 WSAB Virkestorkar AB Elément module pour la construction d'une paroi interne autoportante d'une paroi externe composite d'un four de séchage pour matériaux en bois
AU2004235640A1 (en) * 2003-12-12 2005-06-30 Alan Harry Newman Improvements in tray flooring
US20060059808A1 (en) * 2004-09-23 2006-03-23 Nguyen Hung T Prefabricated universal structural steel panel and panel system
WO2009013470A2 (fr) * 2007-07-20 2009-01-29 Wernick Buildings Limited Système de construction modulaire
WO2011137478A1 (fr) * 2010-05-05 2011-11-10 George Milatos Amélioration d'un panneau allongé pour bâtiment

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP3482013A4 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102021123792A1 (de) 2021-09-14 2023-03-16 Hörmann KG Steinhagen Metallblech-Wandelement mit abgekanteter Kantenausbildung zur Verbindung mit weiterem Metallblech-Wandelement sowie Verwendungen desselben

Also Published As

Publication number Publication date
EP3482013A1 (fr) 2019-05-15
IL262466A (en) 2018-12-31
US20190177975A1 (en) 2019-06-13
EP3482013A4 (fr) 2020-01-22

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