• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The present invention relates to a construction system comprising a set of constituent elements (10), at least one of which comprises at least two superimposed folds (100, 110) each comprising at least two structural wooden slats (101, 111). In this system, at least two constituent elements (10) are fixed together by non-sticking fastening means and at least two adjacent folds (100, 110) are held against each other by non-sticking holding means. In addition, the contacting faces of two structural blades (101A, 111B) are at least partially provided, at their contact interface (I101-111), with a set of grooved patterns (Ri) arranged so as to make obstacle to the sliding of the structural blades (101, 111) relative to each other along at least a first blocking axis (Bi). The present invention also relates to a method of manufacturing such a constructive system.
    公开号:FR3056997A1
    申请号:FR1659517
    申请日:2016-10-03
    公开日:2018-04-06
    发明作者:Jeanne Bouchoou；Francois-Xavier Cordier；Gael DEFER；Romain MUNSCH
    申请人:Leko France；
    IPC主号:
    专利说明:

    (57) The present invention relates to a construction system comprising a plurality of components (10) β which at least one comprises at least two superimposed plies 1 SES (100, 110) each comprising at least two blades structural wood (101,111). In this system, at least two constituent elements (10) are fixed together by <non-sticky fixing means and at least two folds adja- - 100 cents (100, 110) are held against each other by means non-sticky support. In addition, the contacting faces of two structural blades (101 A, 111B) are at least partially provided, at their contact interface (1101-111), with a set of grooved patterns (Ri) arranged so as to obstructing the sliding of the structural blades (101, 111) relative to one another along at least one first locking axis (Bi). The present invention b 2 also relates to a method of manufacturing such a construction system.
    -101 ........... 101B
    111A
    Mioc-no
    111B
    111 o I-111
    Construction system with crossed structural slats
    The present invention relates to the field of construction systems for the construction of wooden elements such as dwellings or small collectives.
    Various techniques are already known for designing and manufacturing constructive systems from elements essentially made of wood.
    A first technique, called "MOB" or "Wood Frame Wall", consists of a frame composed of uprights and wooden crosspieces assembled together. These frame elements are made from machined square-edged lumber in the desired dimensions, manually and / or with numerically controlled machines. The assembly of the framework is then done using rod-like members (points, screws, bolts, etc.) which link the uprights to the crosspieces so as to form a structural frame on which bracing panels (in general “OSB”, for “Panel of Large Oriented Particles”, or “Oriented Strand Board” in Anglo-Saxon language) are fixed. These assemblies are called “panels” of walls and take up all the mechanical stresses of the structure. This framework, by definition load-bearing, can be completed in the workshop or on site by blown or installed thermal insulation (insulation panels) but also by films for water and / or air tightness and / or other functional elements such as a firewall or sound insulation.
    This first "MOB" technique essentially has two drawbacks. The first drawback is the difficulty of fully automating assembly, which always requires a human operator, even on the most developed lines. The manufacturing of a construction system by "MOB" generates a high manufacturing cost, due to the manpower required.
    The second disadvantage of this technique lies in the large amount of glue it requires. Indeed, the panels used for bracing such as OSB are partly made of glue. However, the glue is inappropriate from an environmental point of view because of its particularly harmful ecological impact and it is therefore advisable to avoid it or at least to limit the quantity. In addition, the bracing panels are assembled with each other only by rod-like members. In the case of an earthquake, these organs therefore tend to plasticize (that is to say, deform) so that the structure will only resist a single earthquake.
    A second technique, called "CLT" or "Bois Lamellé Croisé" (or, in the English language, "Cross Laminated Timber"), consists in providing each of the constituent elements with a set of folds (or layers) superimposed on each other. These folds each include a set of wooden structural blades, arranged one after the other and parallel to each other. They are moreover arranged, with respect to one another, so that the blades of a fold are orthogonal to the blades of an adjacent fold. The constituent elements are produced by successively preparing the folds, then by superimposing these folds so that one of the faces of the blades of a fold is in contact with one of the faces of the blades of an adjacent fold, which defines a contact interface. Glue is placed at the contact interfaces, in order to hold the blades - and therefore the folds - against each other.
    This second "CLT" technique has the same disadvantage of the massive use of glue, with its environmental impact, but there are added problems linked to industrialization and mechanical resistance. First, the adhesive requires a long pressing and drying time, which slows down production. In addition, the purpose of these panels being to create a massive veil, the insertion of functional blades is not feasible. The functional planks must therefore be added later, which has the effect of slowing down installation on the site. Secondly, when an opening must be made in one of the constituent elements (for example for a window), the "CLT" technique requires post-bonding machining of this element resulting in a loss of time and material. These drawbacks have repercussions on the sale price.
    A third technique has been disclosed in international application number WO 2013/150188. This consists of forming each component of a set of superimposed plies, each ply comprising a set of wooden structural boards, parallel to each other, but unlike the "CLT" technique, the structural boards are separated from each other. At each ply, functional blades (for example for thermal and / or sound insulation, thermal inertia, fire resistance or any other complementary function) are arranged in the spacings between the structural blades, alternating structural and functional blades. Finally, similar to the "CLT" technique described above, the folds are arranged in a "cross" fashion (that is, so that the blades of a fold are orthogonal to the blades of an adjacent ply) and are also held against each other by placing glue at the contact interfaces between the faces of the blades of two adjacent plies.
    In this third technique, the spacing between the structural blades makes it possible to insert functional blades at the factory manufacturing stage, which on the one hand avoids the subsequent installation of the functional blades on site and on the other hand limits the quantity lost wood when an opening must be made. However, the still massive use of glue induces the aforementioned drawbacks in terms of environment and industrialization, but also drawbacks in terms of seismic resistance, since the bonded assemblies have no plasticity and will therefore rupture suddenly in the event of stresses dynamic too important.
    The object of the present invention is to provide a construction system requiring as little glue as possible, both to limit the environmental impact and to allow automated manufacture of the constituent elements and to give the construction system greater resistance to earthquakes.
    To this end, the subject of the present invention is a construction system, comprising a set of constituent elements, at least one of which comprises at least two superposed plies, each comprising at least two structural wooden boards, one face of at least one structural board. of one of said plies being in contact with a face of at least one structural blade of an adjacent ply at a contact interface. According to the invention, at least two of the constituent elements are fixed together by means of non-sticky fixing means, at least two adjacent plies among the superposed plies of the same constituent element are held one against the other by by means of non-sticky holding means and the contacting faces are at least partially provided, at the contact interface, with a set of grooved patterns arranged so as to prevent the sliding of said structural blades one relative to the other along at least a first locking axis.
    Thanks to the grooved patterns, two structural blades can be held against each other, along at least a first locking axis in the plane of the contact interface, without the need to have glue on their contact interface. As a result, the non-sticky holding means between the plies allow blocking along an axis normal to the contact interface, always without the need for glue. The use of additional means of fixing between the constituent elements, again non-sticky, still makes it possible to abstain from the use of glue.
    Consequently, a construction system according to the invention makes it possible to avoid - or at least to limit - the use of glue. It follows that all the problems associated with the adhesive can be overcome: the ecological footprint of the system is better, the constituent elements can be manufactured in an industrialized manner without any delay related to the pressing and drying times of the adhesive. , and finally the resistance of the system to earthquakes is improved thanks to the possible plasticization of the assemblies by grooved patterns.
    From an industrial point of view, in addition to the absence of glue, the grooved patterns have the additional effect of forming marks making it possible to carry out with precision the assembly of the structural blades together (that is to say so that grooved patterns of adjacent structural slats fit together). Assembly can therefore be carried out efficiently by a Cartesian robot on a production line.
    From the mechanical point of view, the plasticity zone of an assembly by grooved patterns is higher than that of an assembly by glue. Indeed, it has been found that by making an assembly work by grooved patterns above its elastic threshold, the latter tends to plasticize and deform, but without breaking. Thus, in the event of an earthquake, unlike an adhesive assembly, an assembly using grooved patterns makes it possible to absorb a large amount of energy in the plane of the contact interface (which includes the blocking axis or axes) and therefore to effectively resist any type of shock.
    Another major advantage of the invention is that it makes it possible to use hardwoods to form the structural boards. In fact, wood is generally classified into two categories: softwood and hardwood. Since softwood is less expensive than hardwood, it has been preferred for its ease of drying in the construction industry for several decades, despite higher mechanical strengths for hardwood. In addition, the softwood market becoming competitive and the European resource being mainly composed of hardwoods, the development of constructive solutions such as the present invention is necessary. The price of hardwood is fixed according to the visual aspect, consequently the market of wood considered unsightly is neglected for that of firewood. However, since the mechanical strengths are not correlated with their visual aspects, the invention therefore makes it perfectly appropriate to produce a constructive system of hardwoods. In addition, the machinability of the grooves being intimately linked to the mechanical strengths, this is thereby facilitated with the hardwood species. In a particular embodiment of the grooved patterns, these include a first series of parallel grooves and a second series of parallel grooves, oriented respectively along a first axis and a second non-parallel axis. When two adjacent plies are superimposed, these two series of parallel grooves, distributed at the contact interface between the faces of the structural blades which come into contact (one on the structural blade of a ply and the other on the structural blade of the adjacent fold), can be fitted one inside the other and thus block the sliding of the two blades along the first locking axis. These patterns thus allow blocking along at least one axis of the plane of the contact interface and can also be machined in a relatively simple manner (parallel grooves can be easily produced by machining traversing the width or the length of the blade) .
    Preferably, in addition to the first locking axis, the grooved patterns are arranged so as to also prevent the sliding of the structural blades relative to each other along at least one second locking axis not parallel to the first axis of blocking. Thus, the structural blades can be held together along at least two locking axes, not parallel to each other, but both located in the plane of the contact interface. In other words, the structural blades are held one against the other over the entire plane of the contact interface, in addition to the maintenance along the axis normal to the contact interface (by means of holding means ). This results in a strengthening of the maintenance of the structural blades. It is understood that when grooved patterns have been applied to the same face and along two non-parallel axes, this results in patterns in the form of a matrix of spikes, the whole of which behaves effectively in the plastic field. case of strong mechanical stress and, therefore, in terms of earthquake resistance.
    In a particular embodiment of the grooved patterns, these include a first series of parallel grooves and a second series of parallel grooves, oriented respectively along a first axis orthogonal to the first locking axis and a second axis orthogonal to the second locking axis . It is understood that blocking these two non-parallel axes implies blocking rotation (and more generally displacement in all directions) in the plane of the interface. In this case, each of the blades is provided with two series of grooves. Therefore, when two adjacent folds are superimposed, these series can be nested one inside the other (i.e. the first series of the first blade fits with the second series of the second blade, to make an obstacle along the first blocking axis, and the second series of the first blade fits with the first series of the second blade, for obstacle along the second blocking axis). These patterns thus allow a blocking along the two blocking axes, both located in the plane of the contact interface, and can also be machined in a relatively simple manner (parallel grooves can be easily produced by machining crossing the width or the length of the blade).
    Preferably, at at least part of the contact interface between two structural blades, the grooved patterns at least partially overlap each other, which makes it possible to prevent the sliding of the structural blades. one relative to the other along the blocking axis or axes.
    The grooved patterns can be of various shapes. In particular, they can advantageously have sections of substantially triangular shape. These complementary shapes improve the overlapping of grooved patterns in each other. The grooved patterns can also advantageously have a width at the base between 1 and 15 millimeters and an angle at the top between 40 ° and 70 °. This dimensioning makes it possible to have enough grooved patterns on a standard size blade and to favor the plasticization of the grooved patterns in the event of high stress on the blades.
    Preferably, a functional blade is interposed between two structural blades of the same fold. A functional blade is a blade fulfilling a function such as thermal and / or sound insulation, thermal inertia or fire resistance. Thus, the construction system can be manufactured industrially in its entirety, that is to say including the structural blades and the functional blades, which avoids the installation of the functional blades later on site and thus allows a saving of time and a better precision. during installation.
    In the latter case, the face of at least one structural blade of an adjacent fold, oriented towards the fold, is preferably arranged at the contact interface with the grooved pattern, so as to provide a space between the functional blades of two adjacent folds. This free space also contributes to the insulation between the two adjacent folds.
    Preferably, the number of overlapping plies of the constituent element is at least equal to 3. It can advantageously be between 5 and 15.
    It is understood that by “non-sticky holding means” and by “non-sticky fixing means”, it is meant that these means are essentially devoid of glue. In a preferred embodiment, at least some of the holding means comprise rod-like assembly members. Such a rod can for example be a screw. This type of fastener is particularly effective in holding two adjacent folds against each other, without the need for glue.
    Likewise, it can advantageously be provided that at least some of the fixing means comprise rod-type and / or connector-type assembly members, which again allows fixing without glue.
    It is also understood that the possible addition of glue residues, in order to participate in the aforementioned holding and fixing means, does not however make it possible to depart from the scope of the present invention, insofar as it is especially important that at least one of the holding means and that at least one of the fixing means is not composed of glue as may be the case in the aforementioned prior techniques. While the invention proposes to have essentially holding and fixing means devoid of glue, the fact remains that adding a relatively small amount of glue to the construction system according to the present invention still makes it possible to solve the technical problem of limitation of the quantity of glue.
    Advantageously, at least some of the structural blades are made of hardwood. This type of wood, applied to the grooved patterns according to the invention, makes it possible to strengthen the support between two structural blades thanks to the high density of the wood, while having a downgraded and therefore potentially less expensive wood.
    The present invention also relates to a method of manufacturing a construction system as described above, comprising in particular the following steps: (i) machining the faces of the structural blades intended to be in contact, so as to provide grooved patterns at their contact interface, (ii) contacting and holding one against the other of the structural blades intended to be in contact, one after the other, so as to form the constituent elements and (iii) the fixing of the constituent elements with each other. Preferably, this manufacturing process can be implemented automatically.
    Other characteristics and advantages of the invention will appear on reading the following description of embodiments of the invention, given by way of example and with reference to the accompanying drawings.
    FIG. 1 is a perspective view of an example of a construction system according to the present invention.
    Figure 2 is a perspective view of one of the building blocks of Figure 1.
    Figure 3 is a perspective view of part of two components of a construction system according to the invention.
    Figure 4 is an exploded view of part of the two components of Figure 3.
    Figures 5 and 6 are perspective views of two structural blades brought into contact according to a first embodiment.
    Figures 7 and 8 are perspective views of the two structural blades of Figures 5 and 6 to which are attached holding means.
    Figure 9 is a perspective view of two structural blades in contact according to a second embodiment.
    Figures 10 to 14 are perspective views of five exemplary embodiments of grooved patterns according to the present invention.
    Figure 15 is a perspective view illustrating the attachment of two components each consisting of two superposed folds.
    Figure 16 is a perspective view illustrating the attachment of two components each consisting of four superimposed folds.
    Figure 17 is a perspective view illustrating the attachment of two orthogonal components according to a first embodiment
    Figure 18 is a perspective view illustrating the attachment of two orthogonal components according to a second embodiment.
    Referring to Figure 1, a construction system 1 according to the present invention may be in the form of a wooden dwelling, although any other form of building can be envisaged. This house has a floor 2, walls 3 and a roofing slab 4. All of these elements can be made of wood. In addition, openings can be made in different elements of the construction system, such as the opening 5 made at a wall 3 for the affixing of a window.
    In this example, the floor 2, the walls 3 and the roof slope 4 are each formed by a set of constituent elements 10, 20, 30 ... For example, each side of the roof slope 4 has been divided into many of these building blocks. It will be understood that this division is essentially due to the size limits of standard transport in construction and therefore industrial tools making it possible to manufacture the constituent elements.
    One of these constituent elements, namely the constituent element 10, is shown more precisely in FIG. 2. H comprises a set of superposed folds 100, 110, 120 ... in a configuration known as "with crossed blades". In this example, a number of folds equal to ten is provided, but a different number of folds can be provided, for example a number greater than three and preferably between five and fifteen, or even preferably a number between eight and twelve. The determination of the adequate number of plies is a trade-off between the thermal performance of the constituent element, the solidity of this element (all the better as there are plies) and its overall thickness (which usually should not exceed a certain limit).
    The folds themselves include each of the wooden structural blades. The upper fold 100 comprises structural blades 101, 103, 105 ... parallel and oriented along the axis (Oy). The plus 110, adjacent to the upper fold 100 and which is directly below it, itself comprises a set of structural blades 111, 113, 115 ... parallel and oriented along the axis (Ox) perpendicular to the axis (Oy ). The folds 100, 110, 120 ... are thus alternately formed of structural blades oriented along the axis (Oy) and of structural blades oriented along the axis (Ox). Thus, the structural blades of two adjacent folds are orthogonal to each other and form a grid.
    Other configurations of folds and blades remain possible, however, insofar as the blades of two adjacent folds are not parallel to each other but remain inclined relative to each other by a non-zero angle (the value of which will depend on the configuration of the component).
    Figures 3 and 4 show more precisely a part of two of the components of the construction system 1, namely the elements 10 and 20. These two components are intended to be fixed together, as will be detailed below -after with reference to Figures 15 to 18.
    As can be seen in FIGS. 3 and 4, the part of the constitutive element 10 represented in these figures comprises several superimposed folds, and in particular the folds 100 and 110. The part of the first fold 100 comprises two structural wooden blades 101 and 103. A functional blade 102 is interposed between these two blades. This functional blade 102 is intended to fulfill a specific function, different from that of structural blades, in other words it does not serve to support the constituent element and is not made of solid wood (but it can be made of certain types of wooden insulators, such as wood wool, which are not recognized as having load-bearing properties). The choice of its constituent material depends on the function that one wishes to confer on it. This function can relate to thermal and / or acoustic insulation, thermal inertia, fire resistance or any other function considered appropriate.
    The part of the second fold 110 comprises two structural wooden blades 111 and 113, between which is arranged a functional blade 112. The folds 100 and 110 are adjacent and are intended to be in contact with each other, at the level d 'a contact interface located between their respective faces facing one another.
    Likewise, the part of the constitutive element 20 shown in FIGS. 3 and 4 comprises in particular two plies 200 and 210. The part of the first ply 200 comprises two wooden structural blades 201 and 203, between which is located a functional blade 202 The part of the second fold 210 comprises two structural wooden blades 211 and 213, between which is located a functional blade 212.
    With regard to the constituent element 10, FIGS. 5 to 9 show more precisely the contact between two structural blades 101 and 111 of two adjacent plies 100 and 110. In FIG. 5, the structural blade 101 has a lower face 101A (not visible) and an upper face 101B. Likewise, the structural strip 111 has a lower face 111A (not visible) and an upper face 111B. When the folds 100 and 110 are superimposed, the structural blades 101 and 111 come into contact at the level of a contact interface Iioi-ni situated in the plane (Oxy). In Figure 6, we can see that the underside 101A of the blade 101 is provided with a set of grooved patterns Ri, over its entire longitudinal extent, that is to say along the axis (Ox). The upper face 11 IB of the blade 111 is also provided with a set of grooved patterns Ri, but only over part of its transverse extent, also along the axis (Ox). On the faces 101A and 11 IB, the grooved patterns Ri are identical and form a series of grooves parallel to each other. In this example, the patterns have a triangular section, although other shapes are possible, as will be seen with reference to FIGS. 10 to 14.
    Thus, when the structural blade 101 rests against the structural blade 111, the grooved patterns R2 of of the face 101A, oriented along the axis (Ox) fit into the grooved patterns Ri of of the face 111B, also oriented along the axis (Ox). Consequently, the grooved patterns Ri prevent the sliding of the structural blades 101 and 111 relative to one another along a first locking axis Bi, parallel to the axis (Oy). This obstacle is obtained without the need for glue at the contact interface I101-111, and therefore without causing the disadvantages of glue, especially in ecological, mechanical and industrial terms. Furthermore, as mentioned above, these grooved patterns can serve as benchmarks for the interlocking of the blades together and therefore for the relative arrangement of the blades in the context of automated manufacturing.
    Referring now to Figures 7 and 8, the two blades 101 and 111 can be held against each other by means of holding means Mioo-no. According to the invention, these holding means M100-110 have the particularity of not being made of glue, always in order to avoid - or at least to limit - the quantity of glue present in the construction system 1. In these figures, the Mioo-110 holding means are in the form of four rod-type assembly members, and more particularly in the form of a set of four screws passing through the two blades 101 and 111 at the contact interface I101-111These holding means M100-110 maintain blades 101 and 111 one against the other along the axis (Oz) normal to the plane (Oxy) of the Iioi-MI contact interface They more generally allow the folds 100 and 110 to be held one against the other, without requiring the least amount of co lle. It will be understood that any other type of assembly member can be used, for example a rod of the corrugated point or twisted point type. Likewise, a different number of members can be envisaged, for example two or five, and these members can be arranged in places other than on the contact interface I101-111. Nevertheless, it will be understood that the maintenance is all the better as the assembly members are close to the contact interface I101-111 In FIG. 8, we can see more precisely that the face 11 IB of the blade 111 is provided , on the one hand, grooved patterns Ri, in the form of parallel grooves arranged over the entire longitudinal extent of the blade, along the axis (Oy), and on the other hand of additional grooved patterns R2, in the form parallel grooves arranged only on a part of the transverse extent of the blade 111, along the axis (Ox), that is to say orthogonal to the grooves Ri. Conversely, the face 101A of the blade 101 is provided, on the one hand with the grooved patterns R2, in the form of parallel grooves arranged only on a part of the transverse extent of the blade 101, along the axis (Oy), and on the other hand of additional grooved patterns Ri, in the form of parallel grooves arranged over the entire longitudinal extent of the blade, along the axis (Ox), that is to say orthogonal to the grooves R2.
    In this configuration, at the contact interface I101-111, the grooved patterns Ri and R2 form a matrix of pins making it possible to prevent the blades 101 and 111 from sliding relative to one another along two axes blocking Bi and B2 not parallel and located in the plane (Oxy) of the contact interface I101-111: the first blocking axis Bi, orthogonal to the grooves Ri, therefore in the axis (Ox), and the second axis blocking B2, orthogonal to the grooves R2, therefore in the axis (Oy).
    The configuration of FIGS. 7 and 8 makes it possible to prevent the sliding of the blades 101 and 111 in the entire plane (Oxy) of the contact interface I101-111- The holding means M100-110 furthermore allow the holding of the blades 101 and 111 against each other along the axis (Oz) normal to the plane (Oxy) of the Iioi-m contact interface Therefore, blades 101 and 111 are assembled and held together throughout the space (Oxyz), without requiring any glue deposit.
    It will be understood that in order to block the blades 101 and 111, it suffices that the grooved patterns Ri and / or R2 are arranged on at least part of the contact interface I101-111- Nevertheless, from the mechanical point of view, the blocking of the blades will be all the better as the faces are provided with grooved patterns Ri and / or R2 over the entire contact interface I101-111- In addition, from an industrial point of view, the grooved patterns can be produced by machining faces 101A and 11 IB. In this case, machining can be carried out more easily and quickly over the entire length of the blades, rather than just a part of them.
    In the above examples, the blades 101 and 111 are orthogonal to each other and the locking axes Bi and B2 are themselves orthogonal. In another example, illustrated in FIG. 9, the blades 101 and 111 are not orthogonal but inclined relative to one another by an angle close to 45 °. In this case, the grooves Ri and R2 are oriented along the two axes of the blades 111 and 101 respectively, and the locking axes Bi and B2 are each orthogonal to one of the blades. The invention more generally covers any possible inclination between two structural blades.
    In order to strengthen the mechanical connection between the grooved patterns Ri and / or R2 of the two blades 101 and 111, the latter are made of hardwood. This type of wood has a higher density, which makes the grooved patterns - small and therefore potentially fragile - more solid and less likely to break under the effect of strong mechanical stress. In addition, the strength of the assembly having been improved, the invention makes it possible to use hardwood with smaller sections and lower quality, which allows savings when purchasing the raw material.
    Figures 10 to 14 illustrate different examples of grooved patterns that can be envisaged according to the invention. In FIGS. 10 to 12, only one type of grooved patterns is shown, namely the parallel grooves Ri along the longitudinal axis of the blade 111. In FIG. 10, the grooves Ri are of triangular section, which gives the face 11 IB an overall sawtooth pattern. In FIG. 11, the grooves Ri have a rounded section, which gives the face 11 IB an overall pattern in the form of waves. In FIG. 12, the grooves Ri have a square section, which gives the face 11 IB an overall pattern in the form of notches, but the grooves also have a zigzag shape over their longitudinal extent. Depending on the needs, other forms of grooved patterns could also be envisaged.
    In FIGS. 13 and 14, there are now two types of grooves: the parallel grooves Ri along the longitudinal axis of the blade 111 and the parallel grooves R2 along the transverse axis of this same blade 111. In FIG. 13 , the grooves Ri are arranged along the axis (Ox) over the entire longitudinal extent of the blade 111, and the grooves R2 are arranged along the axis (Oy) over a part of the transverse extent of the blade 111, without however crossing the entire width of the blade. In FIG. 14, the grooves Ri are arranged in the same way as in FIG. 14, but the grooves R2 are arranged along the axis (Oy) completely cross the width of the blade.
    In both cases, the face 111B comprises two distinct zones: a first zone consisting only of parallel grooves Ri (for blocking along an axis) and a second zone consisting of pins P12 formed by the crossing of the grooves Ri and R2 (for a blocking along two axes).
    In terms of dimensions, the grooves Ri and R2 may have a section at the base L (visible in FIG. 11) of between 1 and 15 millimeters, preferably between 5 and 10 millimeters. The angle at the top S can be between 40 ° and 70 °. In the case of pins P12 (formed by a matrix of grooves Ri and R2), these can also have a base of length and width between 1 and 15 millimeters and an angle at the apex S between 40 ° and 70 ° .
    Figures 15 to 18 illustrate different examples of attachment of two components in accordance with the present invention.
    Figures 15 and 16 show the case of two constituent elements 10 and 20 parallel, fixed at their side walls. In FIG. 15, each constituent element is formed of two folds each comprising several structural blades. For the sake of simplicity, folds 100, 110, 200 and 210 are shown with a structural blade (respectively 101, 111, 201 and 211) and a functional blade (respectively 102, 112 and 202, the last functional blade being not visible). The elements 10 and 20 are brought into contact at their side walls, and more precisely at their structural blades 101 and 201, on the one hand, and 111 and 211, on the other hand. Fastening means F10-20 in the form of a line of rod-like assembly members. These members are arranged uniformly along the interface between the elements 10 and 20, in an inclined manner, so that they can at least pass through the wood of the blades 101, 201 and 111 (for the first organ) and the wood of the blades. 101 and 201 (for the other three organs).
    In a variant illustrated in FIG. 16, the constituent elements 10 and 20 each comprise four superimposed folds (for example, for element 10, the folds 100, 110, 120 and 130). In this case, an offset can be made between the folds 100 and 110, on the one hand, and the folds 120 and 130, on the other hand (and likewise for the element 20). Consequently, the fastening members F10-20, still in the form of rods, can pass through the successive folds of different constituent elements without being inclined. In FIG. 14, the fixing members F10-20 are oriented along the axis (Oz) and pass through at least, in the case of the first member, successively the blades 201, 211 and 121 (or even the blade 131, according to the length of the fixing member). The blades 201 and 211 belonging to the constituent element 20 and the blade 121 (and possibly the blade 130) belonging to the constituent element 10, these are well fixed with each other by the fixing members F10 -20, once again without requiring glue and therefore without suffering from the drawbacks mentioned above linked to the use of glue.
    Once again, if rod-type members such as screws are suitable for fixing the constituent elements to each other, it is possible to envisage all types of fixing members, for example of the corrugated or twisted point type.
    In addition, as can be seen in FIG. 16, at the level of the contact zone between the folds 100 and 110 of the constituent element 10, the upper and lower faces of the structural strip 111 are provided with grooved patterns. These patterns generate an extra thickness and therefore a free space between the functional blades 102 and 112, which further improves the insulation of the component element 10.
    Figures 17 and 18 show the case of two orthogonal components 10 and 20, fixed at their side walls. In the case of FIG. 17, fastening members of the rod type F10-20 pass through the structural blades 101 (of element 10) and 211 (of element 20), which makes it possible to fix the constituent elements 10 and 20 together. Alternatively, in the case of FIG. 18, the fixing members are replaced by connectors F’10-20. These connectors are in the form of plates each joining at least one blade of the element 10 and of the element 20, to which are added at least two rod-type members, one passing through the blades of the element 10 and l other through blades of element 20.
    The connectors can be envisaged as variants to the fixing members. They can also be considered alternately with these bodies.
    In the configurations illustrated in FIGS. 15 to 18, the structural blades can be machined on all their faces with grooved patterns, so that the structural blades of the element 10 come into contact with the structural blades of the element 20 and that the sliding of these structural blades relative to each other and therefore the sliding of the elements 10 and 20 relative to each other - is limited.
    A construction system 1 in accordance with the present invention can be manufactured, preferably automatically, from structural blades prepared in advance (either by cutting a large board to the desired dimensions, or by assembling different scattered pieces of wood). In a first step, the faces lOlAet 111B of the structural blades 101 and 111 are machined so that they are provided with grooved patterns Ri (and possibly R2), at least at their contact interface I101111. In a second step, the structural blades 101 and 111, thus machined, are brought into contact with each other, at their contact interface I101-111, using the grooved patterns as markers, so that those - these overlap one another. Then the structural blades 101 and 111 can be held against each other by means of a holding means M101-111 (as described with reference to FIG. 7). These same steps are repeated for each of the structural blades of the same constituent element, until the complete realization of this element. Finally, in a third step, the constituent elements 10 and 20 are fixed with each other by means of the fixing means L10-20 or L’10-20, and so on for all the constituent elements.
    Of course, the present invention is not limited to the examples and to the embodiments described and shown, but it is susceptible of numerous variants accessible to those skilled in the art.
    权利要求:
    Claims (11)
    [1" id="c-fr-0001]
    Construction system (1), comprising a set of constituent elements (10, 20, ...) of which at least one (10, 20) comprises at least two superposed folds (100, 110, ...) each comprising at least two structural wooden blades (101, 103, ...; 111, 113, ...), one face (101A) of at least one structural blade of one of said plies (101) being in contact with one face (11 IB) of at least one structural blade of an adjacent ply (111) at a contact interface (Iioi-m), characterized in that:
    - at least two of said constituent elements (10, 20) are fixed together by means of non-sticky fixing means (F10-20);
    - at least two adjacent folds among said folds superimposed on the same component (100, 110) are held against each other by means of non-sticky holding means (M100-110); and
    - said contacting faces (101A, 111B) are at least partially provided, at said contact interface (I101-111), with a set of grooved patterns (Ri) arranged so as to prevent the sliding of said structural blades (101, 111) relative to each other along at least one first locking axis (B 1).
    Construction system (1) according to claim 1, in which the grooved patterns (Ri) comprise a first series of parallel grooves (Ri) and a second series of parallel grooves (R2), oriented respectively along a first axis (Ox) and a second axis (Oy) not parallel.
    Construction system (1) according to claim 1 or 2, wherein the grooved patterns (Ri, R2) are arranged so as to also prevent the sliding of said structural blades (101,111) relative to each other at least a second locking axis (B2) not parallel to the first locking axis (B 1).
    Construction system (1) according to claim 3, in which the grooved patterns (Ri, R2) comprise a first series of parallel grooves (Ri) and a second series of parallel grooves (R2), oriented respectively along a first axis (Ox) orthogonal to the first locking axis (B 1) and a second axis (Oy) orthogonal to the second locking axis (B2).
    [2" id="c-fr-0002]
    5. Construction system (1) according to one of the preceding claims, in which the grooved patterns (Ri, R2) have sections of substantially triangular shape.
    [3" id="c-fr-0003]
    6. Construction system (1) according to one of the preceding claims, in which the grooved patterns (Ri, R2) have a width at the base (L) of between 1 and 15 millimeters and an angle at the top (S) of between 40 ° and 70 °.
    [4" id="c-fr-0004]
    7. Construction system (1) according to one of the preceding claims, in which, at at least part of the contact interface (I101-111), the grooved patterns (Ri, R2) overlap at the less partially into each other.
    [5" id="c-fr-0005]
    8. Construction system (1) according to one of the preceding claims, in which a functional strip (102), for example intended for thermal and / or sound insulation and / or fire resistance, is interposed between two structural strips (101, 103) of the same fold (100).
    [6" id="c-fr-0006]
    9. Construction system (1) according to claim 8, in which the face of at least one structural strip (11 IB) of an adjacent ply (110), oriented towards said ply (100), is arranged at the level of the contact interface (Iio2, i 11) with the grooved pattern (Ri), so as to provide a space (E102-112) between the functional blades (102, 112) of two adjacent plies (100, 110).
    [7" id="c-fr-0007]
    10. Construction system (1) according to one of the preceding claims, in which the number of superimposed plies (100, 110, ...) of said constituent element (10) is at least equal to 3.
    [8" id="c-fr-0008]
    11. Construction system (1) according to one of the preceding claims, in which at least certain holding means comprise rod-type assembly members (M100-110).
    [9" id="c-fr-0009]
    12. Construction system (1) according to one of the preceding claims, in which at least certain fixing means comprise rod-type assembly members (F10-20) and / or connector type (F'10-20) .
    5902-00101
    [10" id="c-fr-0010]
    13. Construction system (1) according to one of the preceding claims, wherein at least some of said structural blades (101, 103; 111, 113; 201) are made of hardwood.
    [11" id="c-fr-0011]
    14. Method for manufacturing a construction system (1) according to one of the preceding claims, comprising in particular the following steps:
    - machining the faces (101A, 111B) of the structural blades (101, 103; 111, 113) intended to be in contact, so as to provide them with grooved patterns (Ri, R2) at their contact interface ( I101-111);
    - contacting and holding one against the other of the structural blades (101, 103; 111, 113) intended to be in contact, one after the other, so as to form said constituent elements (10 , 20, ...); and
    - the fixing of said constituent elements (10, 20, ...) with each other.
    3θ569θ7
    Ι / AA
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    同族专利:
    公开号 | 公开日
    JP2020513076A|2020-04-30|
    CA3039230A1|2018-04-12|
    FR3056997B1|2021-09-17|
    WO2018065729A1|2018-04-12|
    EP3519639A1|2019-08-07|
    CN109963988A|2019-07-02|
    US20190249431A1|2019-08-15|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    FR2737745A3|1995-08-08|1997-02-14|Mathis Paul Henri|Assembly of building framework wooden pieces - consists in providing pieces along all height of their contact faces with interlocking tenons and mortises or dovetails|
    DE20216634U1|2002-10-28|2003-01-09|Hartmann Heinz|Multilayer wooden constructional element designed to reduce stress in material has several layers of laths crossing each other at right-angles and held apart by spacers at corners and edges|
    WO2013150188A1|2012-04-04|2013-10-10|Techniwood|Improved multi-ply panel|
    EP2821191A1|2013-07-02|2015-01-07|Gerhard Weissteiner|Wooden panel element|WO2019025605A1|2017-08-03|2019-02-07|Leko Labs Sa|Construction element with pre-pressed boards|
    WO2020163235A3|2019-02-04|2020-09-24|Cetres Holdings, Llc|Cross-laminated timber panels|US3070923A|1960-10-05|1963-01-01|Redi Truss International Inc|Structural truss and joint for use therewith|
    DE9408382U1|1994-05-20|1994-08-04|Egle Wilhelm|Wooden building element with wooden layers|
    JP2976023B1|1998-05-14|1999-11-10|博 稲葉|Composite building material and manufacturing method thereof|
    CN2501946Y|2001-09-02|2002-07-24|周文杰|Combined decorative board|DE102018105279A1|2018-03-07|2019-09-12|Fh Aachen|CLL|
    FR3080871B1|2018-05-02|2021-02-12|Univ De Lorraine|Lattice beam comprising a structure obtained from a device for assembling blades and a method of manufacturing such a lattice beam|
    NO345746B1|2019-12-11|2021-07-12|Fss Tre As|A self-extinguishing cross laminated timberelement|
    法律状态:
    2017-09-28| PLFP| Fee payment|Year of fee payment: 2 |
    2018-04-06| PLSC| Publication of the preliminary search report|Effective date: 20180406 |
    2018-10-04| PLFP| Fee payment|Year of fee payment: 3 |
    2019-10-16| PLFP| Fee payment|Year of fee payment: 4 |
    2020-10-05| PLFP| Fee payment|Year of fee payment: 5 |
    2021-10-25| PLFP| Fee payment|Year of fee payment: 6 |
    优先权:
    申请号 | 申请日 | 专利标题
    FR1659517A|FR3056997B1|2016-10-03|2016-10-03|CONSTRUCTIVE SYSTEM WITH CROSSED STRUCTURAL BLADES|
    FR1659517|2016-10-03|FR1659517A| FR3056997B1|2016-10-03|2016-10-03|CONSTRUCTIVE SYSTEM WITH CROSSED STRUCTURAL BLADES|
    US16/338,932| US20190249431A1|2016-10-03|2017-10-03|Construction system with crossed structural boards|
    CN201780066240.3A| CN109963988A|2016-10-03|2017-10-03|Building system with cross structure plate|
    JP2019518939A| JP2020513076A|2016-10-03|2017-10-03|Building system with crossed structural boards|
    PCT/FR2017/052723| WO2018065729A1|2016-10-03|2017-10-03|Construction system with crossed structural boards|
    CA3039230A| CA3039230A1|2016-10-03|2017-10-03|Construction system with crossed structural boards|
    EP17786977.3A| EP3519639A1|2016-10-03|2017-10-03|Construction system with crossed structural boards|
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