This application is a U.S. National Phase filing of PCT International Patent Application No. PCT/IB2018/053868, having an international filing date of May 31, 2018, which claims priority to Italian Patent Application No. 102017000060534, filed Jun. 1, 2017 each of which is hereby incorporated by reference in its entirety.
The present disclosure generally belongs to the field of civil and/or industrial construction, preferably commercial and residential construction, and relates in particular to a modular building system comprising a plurality of flat building elements, each comprising at least one panel of non-metallic material, preferably wooden material, and at least one beam of metallic material, preferably steel, rigidly connected to the panel via mechanic and/or adhesive joints. Such building elements may be used both with a structural function to make walls, roofs, slabs and coverings, and with a non-structural function, for example to cover substantially flat structures.
It is known to use flat building elements made of a panel of non-metallic material, in particular wood, and of beams of metallic material, in particular steel.
The assembly of such elements is not, however, particularly quick nor easy. Further difficulties when using such building elements arise from the necessity of having further components at the assembly site apart from the building element, so that, in addition to screws, nuts and conventional mechanical fasteners for constructions, it may be necessary to use also mortar, glue and/or other connection elements.
Further problems connected to the use of such building elements may be due, for example, to the transport of the elements from the production site to the assembly site and are strongly dependent on the shape of the building element and the arrangement of its components, which define the overall thickness of the element.
Furthermore, the modular construction of walls and slabs by prefabricated building elements made of panels and beams requires the designer to reconsider the positioning of accessory service systems of the building, such as hydraulic and electric systems and telecommunication infrastructures, which can no more be accommodated inside ducts in the walls, but necessarily require a new accommodation.
Thus, there is a need to develop modular building systems using prefabricated dry-mountable building elements that ensure highly comfortable handling and very easy transport, and that, at the same time, are able to meet both the requirements of structural strength and continuity as well as the requirements of insulation, partitioning and use of the architectonical space.
An example of flat building element is known from document DE 1 559 528 A1. According to this known solution, the flat building element comprises a wooden panel, a metal beam and an axial hollow pin connecting the beam with the panel. Such a known solution does not allow an easy connection between adjacent flat building elements.
U.S. Pat. No. 6,460,301 B1 discloses a panel to which metal beams are connected by a layer of bonding concrete. The beams are arranged on one of the two faces of the panel, which increases the overall thickness of the building element.
GB 2 395 731 A discloses a flat building element comprising a panel and metal beams that are arranged on one of the two faces of the panel and are connected to the panel by screws. Also this known solution leads therefore to a significant overall thickness of the building element.
WO 2017/015680 A1 discloses a flat building element comprising a panel and metal beams connected to the panel by screws. Also in this case, the beams are arranged on one of the two faces of the panel, thus involving a considerable overall thickness of the building element.
U.S. Pat. No. 2,047,386 A discloses an insulating flat element comprising a pair of panels that are arranged parallel to one another and are connected to one another through a series of beams having protrusions which are directed towards the inner side of the element and are adapted to bear an insulating filling material. Such an element is not suitable for structural functions and, in addition, is not connectable to adjacent elements in order to make a horizontal building structure.
GB 2 019 469 A discloses a flat building element comprising a panel and a plurality of beams. To each beam there are associated metal tabs that, immersed in the wet concrete of the panel, ensure connection of the beam with the panel. The beams are arranged on one of the two faces of the panel, which results in a considerable overall thickness of the building element.
It is an object of the present disclosure to provide a flat building element that can be efficiently used in the construction industry, preferably to make slabs, walls, roofs and/or coverings of buildings, that has a reduced thickness, that is easy to assemble with other similar building elements and that allows to make building structures with high seismic-resistance performances.
This and other objects are fully achieved according to the present disclosure by a flat building element having the features described and claimed herein.
In short, the present disclosure is based on the idea of making a flat building element comprising:
By virtue of the arrangement of the beam(s) with respect to the panel, a flat building element according to the present disclosure provides several advantages over the prior art described above. First, the overall thickness of the element is considerably reduced with respect to the prior art, which increases the easiness of transport and comfort of use. Furthermore, the shape of the beams and their arrangement with respect to the panel allows the building elements to be mounted beside one another and to be fixed to one another with the distal faces of the respective beams in contact with one another.
The cooperation that takes place between panel and beams provides the building element with mechanical resistance and strength properties that are above the sum of the properties of the single components of the building element. The building elements may be rigidly connected to one another or to the main load-bearing structure of the building, through suitable connections configured to provide the horizontal building structures with a plate behaviour, and, anyway, in such a manner as to establish a continuity in the transmission of the stresses along the two principal directions of the building.
Preferably, the panel is of rectangular shape and the flat building element comprises two beams fixed along the two longer sides of the panel.
Preferably, the beams have a hollow cross-section, for example of rectangular shape. The cavity of each beam may advantageously be used to accommodate auxiliary components for the building, such as, for example, components of hydraulic, electric and/or telecommunication networks.
Preferably, the metal connection elements have a cross-section extending along at least two non-parallel directions, such as an L-shaped cross-section.
Further features and advantages of the present disclosure will become apparent from the following detailed description, given purely by way of non-limiting examples, with reference to the attached drawings.
With reference first to
The building element E defines the basic module of a modular building system with which it is, for example, possible to make horizontal building structures (see
The building element E basically comprises:
As shown in
Each beam T is arranged along a respective lateral face L of the panel P. In addition, each beam T is arranged in such a way that the respective longitudinal axis is directed parallel to the top face S (or to the bottom face I) of the panel P.
The beams T are preferably elements with a hollow cross-section, for example with a cross-section of rectangular shape, and have a pair of opposed faces 12 and 14, namely a proximal face 12 (that is, a face facing towards the panel P) and a distal face 14 (that is, a face facing towards the opposite side with respect to the panel P). The distal face 14 has connection holes 16, through which suitable threaded fasteners (not shown) can be inserted to provide a mechanic connection between two beams T of two adjacent building elements E.
With reference also to
Each connection element B comprises a first portion 20 adapted to be connected to the panel P and a second portion 22 adapted to be connected to a beam T. The first portion 20 is inserted into a special seat 18 (in the present case, where the connection element B has an L-shaped cross-section, an L-shaped seat) provided on a respective lateral face L of the panel P and fixed therein by an adhesive, for example by an epoxy resin-based adhesive. The first portion 20 has a plurality of holes 24 to facilitate the adhesive connection with the panel P. The adhesive may thus be percolated inside the seats 18 so as to ensure the permanent fixing of the connection elements B to the panel P. The firmness of the connection between the connection elements B and the panel P is ensured by the presence of the holes 24 in the first portion 20 of the connection element B.
The second portion 22 of each connection element B protrudes outwardly from the respective side L of the panel P. The second portion 22 has a groove 25, a tab 26 and a slotted hole 27 in the tab 26. Each connection element B is mechanically connected to the respective beam T, by interlocking and subsequent welding in the area of the groove 25 of the connection element B (see
The proximal face 12 of the beam T is thus in contact with the respective lateral face L of the panel P where the seat 18 is provided and into which the first portion 20 of the connection element B is inserted.
Furthermore, by threaded fasteners (not shown) inserted into the slotted holes 27, the second portion 22 of a connection element B is mechanically connectable with the second portion of a connection element fixed to the adjacent beam of an adjacent building element.
The precision required to obtain a firm and resistant connection between the connection elements B and the beams T is made possible by the modern laser cutting techniques, that can reach a cutting precision up to even 0.1 mm. The same connection elements B are also preferably obtained by laser cutting process starting from a suitable metal profile.
In a preferred configuration of the present disclosure, as shown in
Alternative configurations may however be envisaged, wherein the building element E comprises a greater number of panels P, be they arranged side-by-side on the same plane or arranged on angled planes, or wherein the beams T are connected to the panel P along at least one of the other sides of the panel, even by suitable modifications of the shape of the beams T in plan view and/or by suitable modifications of the shape of the cross-section of the beams T.
The panel P of each building element E may have, in plan view, a shape other than the rectangular one illustrated in the drawings, for example a trapezoidal or parallelogram shape. The panel P may also have one or more openings and/or one or more through or blind holes.
The beams T may have a cross-section other than the one illustrated herein, for example an hexagonal, octagonal or, more generally, a polygonal cross-section.
The present disclosure also relates to a building system comprising a plurality of flat building elements, as shown in
The advantages obtainable with the use of a building element according to the disclosure for making a modular building system are, for example, the following:
The principle of the disclosure remaining unchanged, embodiments and constructional details may vary widely from those described by way of non-limiting examples, without thereby departing from the scope of the disclosure as described and claimed herein.
Number | Date | Country | Kind |
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102017000060534 | Jun 2017 | IT | national |
Filing Document | Filing Date | Country | Kind |
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PCT/IB2018/053868 | 5/31/2018 | WO | 00 |
Publishing Document | Publishing Date | Country | Kind |
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WO2018/220564 | 12/6/2018 | WO | A |
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Entry |
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Number | Date | Country | |
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20200080310 A1 | Mar 2020 | US |