US20190177975A1 - Structural element - Google Patents
Structural element Download PDFInfo
- Publication number
- US20190177975A1 US20190177975A1 US16/315,644 US201716315644A US2019177975A1 US 20190177975 A1 US20190177975 A1 US 20190177975A1 US 201716315644 A US201716315644 A US 201716315644A US 2019177975 A1 US2019177975 A1 US 2019177975A1
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- United States
- Prior art keywords
- central portion
- structural
- web
- structural elements
- structural unit
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000010276 construction Methods 0.000 description 17
- 238000005553 drilling Methods 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000011491 glass wool Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
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.
- the first and second web portions include an inwardly directed end bend directed in a direction towards the central portion.
- 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 façade 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.
- 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 .
- the application of the self-drilling screws 24 is easy, fast, and does not require any specific accuracy.
- 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.
- the base foundation may be formed from gravel or concrete to suit the floor tiling that will be later applied thereon.
- 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 façade 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 façade 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.
- the overall strength and rigidity of the structural unit 10 is much stronger than the strength and rigidity of the individual structural elements 12 .
- 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
- 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
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.
Description
- 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.
- Other structural units are made of a massive steel frame that may be erected by welding or bolting. A light cover, made of a variety of materials is then assembled on the steel frame. The light cover may consist of an aluminum frame onto which are assembled glass plates, gypsum plates, and the like.
- There are also known and common wooden structural units. These units are known for their fast erection time and ease of construction. However, these units require construction of a wooden “frame”, including large and massive wooden logs and wooden bars. Upon finishing the construction of the frame, a “cover” is put on the “frame”.
- It is the purpose of the present invention to provide a structural element for building a structural unit that significantly reduces or overcomes the aforementioned disadvantages.
- It is another purpose of the present invention to provide a structural element for building a structural unit that may be erected in a fast manner and is cheap and light.
- It is also a purpose of the present invention to provide a structural element for building a light and fast erected structural unit that may be built to several stories high, typically, up to five stories high.
- It is yet another purpose of the present invention to provide a structural element for building a structural unit wherein the structural element provides both the frame and the cover of the unit.
- 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. Thus, the structural unit includes both a frame and a cover formed using the structural element of the present invention.
- There is provided, in accordance with an embodiment 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.
- In some embodiments, the first and second web portions include a flat portion and at least one longitudinally extending ridge.
- In some embodiments, the flat central portion includes one or more longitudinally extending ridges.
- In some embodiments, the 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.
- In some embodiments, 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.
- In some embodiments, the at least one longitudinally extending ridge is inwardly directed in a direction towards the central portion.
- In some embodiments, the at least one longitudinally extending ridge is outwardly directed in a direction away from the central portion.
- There is provided, in accordance with an embodiment of the present invention, 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.
- In some embodiments, the first and second web portions in each of the structural elements include a flat portion and at least one longitudinally extending ridge.
- In some embodiments, the structure includes a frame formed using the structural elements.
- In some embodiments, the structure includes one or more floors formed using the structural elements.
- In some embodiments, the structure includes one or more walls formed using the structural elements.
- In some embodiments, the structure includes a maximum of five stories.
- For a better understanding of the present invention and to show how the same may be carried out in practice, reference will now be made to the accompanying drawings, in which:
-
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 façade 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; and -
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. - Attention is drawn to
FIGS. 1 to 4 that show astructural unit 10 according to the present invention. For a matter of simplicity, thestructural unit 10 will hereinafter be called “unit”. - It should be noted that directional terms appearing throughout the specification and claims, e.g. “forward”, “rear”, “upper”, “lower” etc., are used as terms of convenience to distinguish the location of various surfaces relative to each other. These terms are defined with reference to the figures, however, they are used for illustrative purposes only, and are not intended to limit the scope of the invention.
- The
unit 10 is formed from a plurality ofstructural elements 12 that make up the major portion of theunit 10. Each of thestructural 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 acentral portion 14 and twoweb portions 16 extending perpendicularly therefrom. Thestructural element 12 has an element length L and an element width W. Typically, each of theweb portions 16 comprises aflat web portion 18 and a longitudinally extendingridge 20 that increases the rigidity of theweb portion 16 and hence of the entirestructural element 12. If desired, and depending on the use, also thecentral portion 14 may be provided with a ridge, or a plurality of ridges, for increasing the total rigidity and bending resistance of thestructural element 12. - If desired, and depending on the use, the free end of each of the
web portions 16 is provided with an inwardly directedend bend 22. Theend bend 22 significantly increases the rigidity of theweb portions 16 and hence of the entirestructural element 12. Furthermore, theend bend 22 adds additional convenience and safety when transporting, conveying and using thestructural element 12. - In some embodiments, as shown in
FIGS. 2 and 3 , theridges 20 of theweb portions 16 are inwardly directed, thus enabling easy abutment of theflat web portion 18 of a givenstructural element 12 against theflat web portion 18 of the consecutivestructural element 12. Theweb portions 16 are then attached to each other by a multitude of self-drilling screws 24. After the first alignment of two consecutivestructural elements 12, the application of the self-drillingscrews 24 is easy, fast, and does not require any specific accuracy. Thus, after the application of the multitude of self-drilling screws, the twostructural elements 12 are rigidly attached to each other and form a single unit. - In other embodiments, as shown in
FIG. 4 , theweb 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. Thus, as shown inFIG. 4 , when a web portion of a structural element is put adjacent a web portion of a consecutive structural element, 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. - In order to form the
structural unit 10, as seen inFIG. 1 , a multitude ofstructural 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. - Upon finishing connecting the vertically standing
structural elements 12, an upper horizontalstructural 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 horizontalstructural 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 thestructural elements 12 used to build thestructural unit 10, according to some embodiments of the present invention. Appropriate structural attachment elements are used to connect thestructural elements 12 with other structural components. -
FIG. 5 , for example, illustrates the construction of the balcony in the structural unit 10 (detail B) and includes multiplestructural elements 12 horizontally and vertically arranged. Horizontalstructural elements 12 are laid over ahorizontal beam 13 which is supported on one side by a column 17 and on the other side by a verticalstructural element 12 which also forms the exterior wall of theunit 10. The horizontalstructural elements 12 support abalcony deck structure 15. -
FIG. 6 , for example, illustrates the construction of a wall in the structural unit 10 (detail A) and includes verticalstructural elements 12 attached to afloor 19 in one of the stories. The verticalstructural 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 , for example, illustrates the construction of a façade and roof in the structural unit 10 (detail D) and includes multiplestructural elements 12 vertically and horizontally arranged. As may be appreciated from the figure, the horizontalstructural elements 12 are supported at the ends by verticalstructural elements 12 which also form a section of the façade of thestructure 10. Thehorizontal elements 12 support theroof structure 23. -
FIG. 8 , for example, illustrates the construction of an internal floor and walls in the structural unit 10 (detail E) and includes multiplestructural elements 12 vertically and horizontally arranged. As may be appreciated from the figure, the horizontalstructural elements 12 form the floor and are supported by the verticalstructural elements 12 which form the walls. -
FIG. 9 , for example, illustrates the construction of a floor and a wall (interior and/or exterior) in the structural unit 10 (detail F) and includes multiplestructural elements 12 vertically and horizontally arranged. As may be appreciated from the figure, the horizontalstructural elements 12 form the floor and are supported by the verticalstructural elements 12 which form the walls. The horizontalstructural elements 12 on one side of the wall may be oriented perpendicularly to those on the other side of the wall. -
FIG. 10 , for example, illustrates the construction of a floor (ledge) and exterior wall in the structural unit 10 (detail C) and includes multiplestructural elements 12 vertically and horizontally arranged. - As can be appreciated from the figures, when all the
structural elements 12 are connected to each other to form thestructural unit 10, the overall strength and rigidity of thestructural unit 10 is much stronger than the strength and rigidity of the individualstructural elements 12. - 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; - 1. The transportation of prepared
structural elements 12 to the erection site may be prevented. - 2. The
structural elements 12 may be rolled and cut on site, thus saving the transportation of a considerable volume of elements. - 3. The on-site production of the
structural elements 12 eliminates any damages to thestructural elements 12 that may otherwise occur during transportation thereof. - 4. Greater versatility and ability to provide on-site required amendments of the
structural elements 12, e.g., amending their length, etc. - 5. It is not necessary to prepare molds for concrete casting.
- 6. It is not necessary to wait for concrete curing, thus saving a lot of time and reducing the erection period.
- 7. The
structural elements 12 provide both the frame and the cover of thestructural 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. - 9. The
structural unit 10 is erected in a fast and economical manner, and provides adequate and stable accommodation up to five stories in height. - Although the present invention has been described to a certain degree of particularity, it should be understood that various alterations and modifications could be made without departing from the spirit or scope of the invention as hereinafter described.
- For example, 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, e.g., for doors and windows, may be opened according to design needs.
- In some cases, and according to design needs, steel beams may be added to the structural unit. However, these beams are an addition only, and do not form an essential part of the invention.
Claims (14)
1. A structural element comprising:
a substantially flat central portion;
a first web portion perpendicularly extending from an edge of said central portion; and
a second web portion perpendicularly extending from an opposing edge of said central portion;
said central portion and said first and second web portions formed from a unitary steel sheet, and wherein the structural element is suitable for forming load bearing floors and/or walls in a structure.
2. An element according to claim 1 wherein said first and second web portion comprise a flat portion and at least one longitudinally extending ridge.
3. An element according to claim 1 wherein said flat central portion comprises one or more longitudinally extending ridges.
4. An element according to claim 1 wherein said first and second web portion comprise an inwardly directed end bend directed in a direction towards the central portion.
5. An element according to claim 1 wherein said first and second web portion comprise an outwardly directed end bend directed in a direction away from the central portion.
6. An element according to claim 1 wherein said first web portion comprises an inwardly directed end bend directed in a direction towards the central portion and said second web portion comprises an outwardly directed end bend directed in a direction away from the central portion.
7. An element according to claim 2 wherein said at least one longitudinally extending ridge is inwardly directed in a direction towards the central portion.
8. An element according to claim 2 wherein said at least one longitudinally extending ridge is outwardly directed in a direction away from the central portion.
9. A structural unit comprising:
a plurality of structural elements, each structural element of said plurality of structural elements comprising a substantially flat central portion, a first web portion perpendicularly extending from an edge of said central portion, and a second web portion perpendicularly extending from an opposing edge of said central portion, said central portion and said first and second web portions formed from a unitary steel sheet, and wherein the structural element is suitable for forming load bearing floors and/or walls in the structure; and
a ground slab to support the structure.
10. A structural unit according to claim 9 wherein said first and second web portions in each of said structural element comprises a flat portion and at least one longitudinally extending ridge.
11. A structural unit according to claim 9 further comprising a frame formed using said structural elements.
12. A structural unit according to claim 9 further comprising one or more floors formed using said structural elements.
13. A structural unit according to claim 9 further comprising one or more walls formed using said structural elements.
14. A structural unit according to claim 9 further comprising a maximum of five stories.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US16/315,644 US20190177975A1 (en) | 2016-07-06 | 2017-07-06 | Structural element |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US201662358575P | 2016-07-06 | 2016-07-06 | |
| PCT/IL2017/050770 WO2018008037A1 (en) | 2016-07-06 | 2017-07-06 | Structural element |
| US16/315,644 US20190177975A1 (en) | 2016-07-06 | 2017-07-06 | Structural element |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20190177975A1 true US20190177975A1 (en) | 2019-06-13 |
Family
ID=60912478
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US16/315,644 Abandoned US20190177975A1 (en) | 2016-07-06 | 2017-07-06 | Structural element |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20190177975A1 (en) |
| EP (1) | EP3482013A4 (en) |
| IL (1) | IL262466A (en) |
| WO (1) | WO2018008037A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11898341B2 (en) | 2021-08-16 | 2024-02-13 | Greencore Structures Ltd. | Building core and kit for assembly |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102021123792A1 (en) | 2021-09-14 | 2023-03-16 | Hörmann KG Steinhagen | Sheet metal wall element with folded edges for connection to another sheet metal wall element and uses of the same |
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| US3608267A (en) * | 1970-05-14 | 1971-09-28 | Robertson Co H H | Floor structure and building construction panel therefor |
| US5287671A (en) * | 1992-03-26 | 1994-02-22 | Ueki Kokan Kabushiki Kaisha | Construction panel with edges adapted to be coupled together |
| AU2004235640A1 (en) * | 2003-12-12 | 2005-06-30 | Alan Harry Newman | Improvements in tray flooring |
| US20070068113A1 (en) * | 2002-05-10 | 2007-03-29 | Kingspan Holdings (Irl) Limited | Structural element |
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| US10030390B2 (en) * | 2013-02-21 | 2018-07-24 | Peehr Mathias Ørnfeldt Svensson | Prefabricated roof plate element and method for its production |
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| AUPN940996A0 (en) * | 1996-04-22 | 1996-05-16 | Bhp Steel (Jla) Pty Limited | Cladding element |
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- 2017-07-06 EP EP17823776.4A patent/EP3482013A4/en not_active Withdrawn
- 2017-07-06 WO PCT/IL2017/050770 patent/WO2018008037A1/en not_active Ceased
- 2017-07-06 US US16/315,644 patent/US20190177975A1/en not_active Abandoned
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|---|---|---|---|---|
| US2180317A (en) * | 1939-05-27 | 1939-11-14 | American Cyanamid & Chem Corp | Metal decking |
| US3608267A (en) * | 1970-05-14 | 1971-09-28 | Robertson Co H H | Floor structure and building construction panel therefor |
| US5287671A (en) * | 1992-03-26 | 1994-02-22 | Ueki Kokan Kabushiki Kaisha | Construction panel with edges adapted to be coupled together |
| US20070068113A1 (en) * | 2002-05-10 | 2007-03-29 | Kingspan Holdings (Irl) Limited | Structural element |
| US7310919B2 (en) * | 2003-03-25 | 2007-12-25 | Ctb Ip, Inc. | Grain bin flooring system |
| AU2004235640A1 (en) * | 2003-12-12 | 2005-06-30 | Alan Harry Newman | Improvements in tray flooring |
| US7818937B2 (en) * | 2004-02-20 | 2010-10-26 | Monsieur Rene Hermann | Roof panel |
| US8146314B2 (en) * | 2004-09-23 | 2012-04-03 | Nguyen Hung T | Prefabricated universal structural steel panel and panel system |
| US20090126315A1 (en) * | 2005-04-07 | 2009-05-21 | Richter System Gmbh & Co. Kg | C-Shaped Profile |
| US20090113846A1 (en) * | 2006-05-30 | 2009-05-07 | Richter System Gmbh & Co., Kg | Sheet metal section for dry construction |
| US20080110126A1 (en) * | 2006-11-14 | 2008-05-15 | Robert Howchin | Light Weight Metal Framing Member |
| US20100126106A1 (en) * | 2007-04-23 | 2010-05-27 | Lindab Ab | Wall framing system |
| US20100281821A1 (en) * | 2009-05-06 | 2010-11-11 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
| US8056303B2 (en) * | 2009-05-06 | 2011-11-15 | Frobosilo Raymond C | Non load-bearing metal wall stud having increased strength |
| WO2011137478A1 (en) * | 2010-05-05 | 2011-11-10 | George Milatos | Elongate building panel improvement |
| US10030390B2 (en) * | 2013-02-21 | 2018-07-24 | Peehr Mathias Ørnfeldt Svensson | Prefabricated roof plate element and method for its production |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11898341B2 (en) | 2021-08-16 | 2024-02-13 | Greencore Structures Ltd. | Building core and kit for assembly |
Also Published As
| Publication number | Publication date |
|---|---|
| IL262466A (en) | 2018-12-31 |
| WO2018008037A1 (en) | 2018-01-11 |
| EP3482013A4 (en) | 2020-01-22 |
| EP3482013A1 (en) | 2019-05-15 |
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