• 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:
    A building comprises a facade (11, 13, 14) and a freely protruding facade element (20). The façade element is connected through a coupling device (40.50) to a floor part of a storey floor (15). The coupling devices (50) in particular comprise coupling members (51, 52) which are capable and adapted, once assembled, to cooperate in order to effect a load-bearing coupling between the facade element and the floor part. Moreover, connecting means (55) are provided which are capable and adapted to establish an immovable, more permanent connection. The façade element is supported by a plate body (21) with a plate reinforcement device (25) which is operatively connected in a straight line to a floor reinforcement (12) in the floor part (15).
    公开号:NL2018910A
    申请号:NL2018910
    申请日:2017-05-12
    公开日:2018-05-23
    发明作者:Tetteroo Antonius；Henricus Antonius Mertens Robertus
    申请人:T&R Eng B V；
    IPC主号:
    专利说明:

    Patent center
    The Netherlands
    © 2018910 (21) Application number: 2018910 © Application submitted: 12/05/2017
    APPLICATION FOR APPLICATION (51) Int. CL:
    E04B 1/00 (2017.01)
    © Priority:11/11/2016 WO PCT / NL2016 / 050779 © Applicant (s):T&R Engineering B.V. in The Hague. © Application registered:23/05/2018 © Inventor (s):Antonius Tetteroo in Weert.Robertus Henricus Antonius Mertens © Request published:25/05/2018 in Nederweert. © Authorized representative:A.A. Jilderda in Helmond.
    © Building and façade element © A building comprises a façade (11,13,14) and a freely protruding façade element (20). The façade element is connected through a coupling device (40.50) to a floor part of a storey floor (15). The coupling devices (50) in particular comprise coupling members (51, 52) which are capable and adapted, once assembled, to cooperate to effect a load-bearing coupling between the facade element and the floor part. In addition, connecting means (55) are provided which are capable and adapted to establish an immovable, more permanent connection. The façade element is supported by a plate body (21) with a plate reinforcement device (25) which is operatively coupled in a straight line to a floor reinforcement (12) in the floor part (15).
    NL A 2018910
    This publication corresponds to the documents originally submitted.
    Building and facade element
    The present invention relates to a building comprising at least one storey floor and a facade adjacent to the storey floor, wherein the storey floor comprises a floor part which is internally provided with a floor reinforcement extending transversely to the facade, and wherein a free protruding façade element is provided that is permanently connected to the building.
    Such a building with a freely protruding façade element is known from Dutch patent no. 1011662. This is a balcony that is connected to the storey floor through the intervention of a pair of tension bars. The balcony comprises a number of bores transversely of the facade at that location in order to receive the tensioning rods therein. The tension rods are inserted into the bores in the work and screw with their opposite end into threaded bores of a fixing body that was anchored on site in the floor. A solid, play-free connection can be realized by tightening the tensioning bars. Spacers can be provided between the balcony floor and the facade as a cold bridge break. A remaining space between the balcony floor and the facade will eventually be filled with quick-setting mortar.
    A drawback of this known assembly of a building with a freely projecting façade element is that the façade element is relatively heavy and must be under-stamped during the entire assembly, or in this case must be carried by a crane. The installation and subsequent removal of stamps for support takes time and therefore delays the completion of the work, while a crane carrying the balcony plate for this purpose is not available elsewhere during the entire finishing time. The relatively large inherent mass of the known façade element also requires a relatively heavy suspension.
    The present invention has for its object, inter alia, to provide a building with a façade element that can be installed in a more practical manner, possibly afterwards, that is to say after the storey floor and the façade have been realized.
    In order to achieve the intended purpose, a building of the type described in the preamble according to the invention has the feature that the façade element comprises an at least substantially plate-shaped plate body with at least one spatially separated plate reinforcement device extending transversely to the facade, at least one plate reinforcement device is an extension of the floor reinforcement and is operatively coupled thereto, and that the facade element is supported by the plate body.
    It has been found that one or more of such plate reinforcement devices, provided that they are in line with the floor reinforcement and are operatively coupled thereto, suffice as a free-bearing construction for a facade element such as for example a gallery or a balcony. The floor reinforcement thus continues in the façade element and also contributes to the load on the façade element, which can thus remain relatively light in construction. The façade element needs no supporting parts for the rest and can therefore remain relatively light in weight, which contributes to a relatively limited free hanging own mass of the façade element as a whole.
    In a preferred embodiment, the building according to the invention is characterized in that the at least one plate reinforcement device is coupled at least substantially linearly to the floor reinforcement of the floor part through the interposition of a coupling device, which coupling device comprises first connecting means for an active connection to the first side floor reinforcement and on an opposite second side is provided with second connecting means for an effective connection to the plate reinforcement device. The façade element and the storey floor are herein mutually connected through the intervention of one or more of such coupling devices. The coupling devices are advantageously adapted to this function as a connecting link and for this purpose comprise connecting means on either side for an effective co-axial connection with the plate reinforcement device and the floor reinforcement of the storey floor, respectively.
    In order to avoid a cold bridge between the facade element and the storey floor, a preferred embodiment of the building has the feature that the
    Coupling device comprises a thermally insulating core which forms a thermal bridge interruption between the floor part and the plate reinforcement device. A cold side outside the façade and a relatively warm side inside the façade of the building are thus mutually substantially thermally insulated, which is of great advantage not only for climate control but also for a moisture control.
    The coupling device can be provided in the work in advance, i.e. for pouring the floor, after which the floor is poured. In view of this, a special embodiment of the building according to the invention has the feature that the first connecting means comprise an anchoring construction which is connected to the floor reinforcement and, in particular, is interwoven with it. By thus coupling the anchoring construction of the coupling device with that of the floor, a continuous anchoring line is created which is collapsed into the work. This provides a tight connection between the coupling device and the floor reinforcement that can be fully loaded on tensile. A tensile force on the coupling device is thus passed through in one line into the floor reinforcement whereby a particularly heavy-duty anchorage is obtained.
    If desired, it is possible to install the façade element only after the storey floor has been poured and hardened, and in particular after completion of the building. In view of this, a preferred embodiment of the building according to the invention is characterized in that the second connecting means comprise a first coupling member and a second coupling member which, when assembled, are capable of cooperating in order to achieve a load-bearing connection between the plate body and to bring about the floor part, wherein the first coupling member departs from the coupling device and the second coupling member is connected to the plate reinforcing device, and wherein fixing means are provided which are capable and adapted to establish an unshakable permanent connection to the coupling members.
    -4Also, the storey floor and the façade element are mutually provided coupling members that cross together to provide a load-bearing connection. The coupling members thereby assume the floor floor and the facade element, respectively, and can only be brought together later, after the floor floor or the entire building itself has been realized, in order to already establish a load-bearing connection between them. Subsequently, no support or crane is required anymore and a possibly used for the installation can be used for a subsequent façade element or otherwise disposed of. Thanks to the intervention and mutual cooperation of both coupling members, the façade element is already bearing-connected to the building.
    The initial, already load-bearing connection allows a more permanent connection to be realized only later. However, the façade element is already accessible. It is important that from both coupling members to the side remote from their connection there is a coaxial, i.e. linear, active connection with the floor reinforcement on the one hand and the plate reinforcement device on the other, both extending transversely to the facade. Once tensioned, the connection between the two parts of the structure will thereby fully merge with a continuous tensile load of the reinforcement and the plate reinforcement device, whereby a particularly strong and reliable connection is realized.
    Although the temporary connection between the coupling members can take shape in various ways, a special embodiment of the building according to the invention appears to be particularly practical, wherein it is characterized in that the first coupling member and the second coupling member. once assembled, interlock, and in particular interlock. The interlocking or hooking of both coupling members thus requires little skill of a crane operator and can therefore be carried out without much additional training or supervision.
    A further special embodiment of the building according to the invention is characterized in that the first coupling member comprises a first bracket that of the
    -Coupling device goes out and the second coupling member engages a, at least substantially complementary, second bracket which extends from the coupling device, which brackets, once brought together, hook into each other. The bracket of the coupling device is thereby directed upwards and that of the coupling device downwards, so that the façade element with the bracket (s) provided thereon descends into the bracket (s) of the building by slightly lowering it, after which a bearing connection is already made therewith is offered.
    Advantageously, a similar configuration and anchoring is offered on the side of the façade element as on the side of the floor part. To this end, a further special embodiment of the building has the feature that the slab body comprises an at least substantially monolithic concrete body in which the at least one slab reinforcement device extends across the length transversely of the facade.
    Since the floor reinforcement by the façade element, once installed, will be stressed mainly transversely to the façade, such elongated plate reinforcement devices offer an ideal anchoring basis for this in view of their design and orientation.
    Starting from such a monolithic plate body of concrete with one or more plate reinforcement devices therein, a further embodiment of the building, wherein the connection between the facade element and the storey floor is established through the intervention of one or more coupling devices, is characterized in that the second connection means comprise an anchoring structure which is connected to, and in particular interwoven with, a plate reinforcement device. Coupling devices can also be used here from which coupling members proceed which already form a bearing connection per se. Such an embodiment of the building then has the advantage that the coupling device comprises the anchoring construction on a side remote from the second coupling member.
    In a further particular embodiment of the building, a comparable force absorption is achieved with respect to the facade element, which embodiment is characterized in that the floor reinforcement comprises at least one elongated basket element which extends substantially transversely to the facade, that the coupling device having an end of the basket element of the floor reinforcement, and that the plate reinforcement device is at least substantially in line with the basket element of the floor reinforcement. In particular, such a line arrangement of, respectively, the basket reinforcement of the building and the plate reinforcement of the façade element provides an ideal accommodation for the play of forces that emanates from the ultimately freely projecting façade element.
    In the case of a façade element, such as a balcony (floor), landing or gallery, the mutual connection between the storey floor and the façade element according to the invention is effected by one or more laterally spatially separated bearing connections. Specific coupling devices are preferably used which are distributed over a length of the facade element. To ensure that the positions of the coupling devices ultimately correspond more or less exactly to the positions of the plate reinforcement devices, a further preferred embodiment of the building according to the invention has the feature that the floor reinforcement comprises a number of laterally spatially separated basket elements, each of which is in line with each other of a plate reinforcement device in the plate body and are operatively coupled thereto through the intervention of a coupling device, and that the basket elements of the floor reinforcement are mutually fixed at least at the level of the coupling devices which are coupled thereto in an auxiliary device on a mutual pitch corresponding to a mutual pitch of the plate reinforcement devices in the plate body. The plate reinforcement devices and the coupling devices corresponding thereto starting from one end of the floor reinforcement are thus finally correctly mutually aligned. A side board or the like is advantageously used for the auxiliary device as a lost formwork part for the storey floor.
    In a further preferred embodiment, the building according to the invention is characterized in that the coupling device comprises a coupling plate on the plate reinforcement device from which on the one hand an anchoring construction proceeds and on the other hand the second coupling member, and in that the fixing means comprise at least one tensioning rod which emanates from the coupling device and a distal end is provided with a thread with which the at least one tension rod is received in a corresponding bore of the coupling plate. The tensile load between the plate reinforcement device and the storey floor is herein absorbed by the at least one tension rod. This is received with the threaded end behind the coupling plate and can be tightened and tightened with an appropriate nut into an immovable permanent connection, while the coupling members already directly offer a bearing temporary connection.
    A further embodiment of the building according to the invention is advantageously characterized in that the bore corresponding to the clamping rod is made oversized. The oversized dimensioning of the at least one bore for receiving the clamping bars provides play that allows the coupling members to be brought into mutual cooperation, for example by hooking them together.
    A further preferred embodiment of the building according to the invention has the feature that the facade comprises a cavity wall with an inner leaf and an outer leaf separated from each other by a cavity, and that the coupling device is at least substantially behind the outer leaf, the outer leaf being at the same height. of the coupling device comprises a recess through which the coupling device can be reached. The coupling device thus lies at least largely within the outer leaf of the facade so that the outer leaf can be completely bricked or otherwise finished. By providing recesses to be provided therein, the coupling devices remain accessible with in each case a coupling member. Such a construction method allows the façade element to be installed only after the building has been completely finished. From a logistical point of view, this is an important advantage in the construction of new homes, apartments and other buildings.
    Although the coupling members already realize a load-bearing connection between the façade element and the building, under certain circumstances this connection may possibly be broken just as easily due to an incorrect or unforeseen load as it is established. In order to avoid this risk, in particular in cases where the façade element will be entered after the temporary connection is present but not yet the permanent one, a further special embodiment of the building according to the invention has the feature that the coupling device comprises locking means capable of and arranged to establish a secure connection between the coupling members. The securing means thereby secure the connection established between the coupling members, at least as long as the permanent connection by means of more permanent connecting means is not yet present. As a result, the façade element can nevertheless be entered safely in that intermediate phase.
    Although the invention can be applied for fixing façade elements of different nature and size, a further special embodiment according to the invention has the feature that the plate body comprises a freely projecting balcony floor of a balcony element. This is because the invention is eminently suitable as a solution for providing a freely projecting balcony or a freely projecting gallery on a facade, the plate body providing a supporting function for the balcony or gallery.
    in a further preferred embodiment, the building according to the invention is herein characterized in that the plate body is provided with a system of projections extending up to a height above an adjacent surface of the plate body, that the plate body comprises an upright edge on a circumference and that the plate body within the edge is provided with a releasable cover plate that rests on the projections. In order to promote stable support of the cover plate, a further particular embodiment of the building according to the invention is herein characterized in that the projections are covered with a resilient top layer, in particular of natural or non-natural rubber, on which the cover plate rests.
    -9Thanks to the releasable cover plate, the plate body and thus also its connecting structure remain accessible. As a result, a completely concealed assembly is possible by means of the connecting means, which nevertheless remains accessible for maintenance and inspection. The projections on the plate body provide a free space between the cover plate and the plate body. This free space provides a gap through which (rain) water can flow away. Advantageously, the plate body is thereby provided with a hemp water drain and the plate body provides a certain slope that leads to the sky water drain. In a further special embodiment, the facade element according to the invention is herein characterized in that the cover plate maintains a free space to the wall parts. This interspace thus provides a rainwater path to the watering gap between the cover plate and the plate body, which can be further enhanced by the fact that the cover plate provides a slope to the interspace. The cover plate thereby retains a substantially dry roof, while a further drainage of rainwater is provided via the plate body.
    The invention also relates to a facade element and in particular a balcony element as used in the building described above. The invention particularly relates to a balcony with a balustrade on a free peripheral side thereof.
    The invention will be explained in more detail below with reference to a few exemplary embodiments and an accompanying drawing. In the drawing: figure 1 shows in top view, partly lateral cross-section, an assembly of a building and facade element according to a first exemplary embodiment of the invention;
    figure 2 shows a cross-section of the assembly of figure 1;
    figure 3 is a top view, partly lateral cross-section, an assembly of a building and facade element according to a second exemplary embodiment of the invention;
    figure 4 shows a longitudinal section of the assembly of figure 3; and figure 4A shows a cross section along the line IV-IV in figure 4.
    The figures are purely schematic and not drawn to scale. In particular, for the sake of clarity, some dimensions may be exaggerated to a greater or lesser extent. Corresponding parts are designated in the figures with the same reference numeral.
    Figure 1 shows in a flat cross-section, as Figure 2 shows in cross-section, a facade 11 of a building 10 with a freely protruding facade element 20 according to an exemplary embodiment of the invention. The façade element 20 is located at the level of a storey floor 15 on the façade 11 of the building, which here comprises a cavity wall in the form of a bricked outer leaf 12 and an inner leaf 13 that mutually retain a cavity 14. The cavity 14 is usually filled with a non-shown thermally insulating material, such as a mineral cloth, glass wool or an insulating foam.
    The façade element 20 of this example forms a balcony or gallery with a balcony or gallery floor made almost entirely of concrete. Usually a balustrade made of steel, glass or another suitable material will be provided along a free peripheral edge, which is not further shown in the drawing. The facade element 20 typically has a free hanging depth between 50 and 300 centimeters with a length of typically a few to many meters. The balcony used in this example as such has a depth of between approximately 100 and 200 centimeters with a length of between approximately 350 and 600 centimeters. In this example, a total height of the balcony floor is approximately 360 millimeters.
    The balcony floor essentially comprises a monolithic plate body 21 of concrete and serves as a supporting base for the entire façade element 20. Around it, an upright edge 24 is formed which projects, for example, of the order of 70 millimeters above an adjacent upper surface of the plate body. At this upper surface the plate body 21 comprises a system of projections 23 of approximately 30 millimeters high on which a freely removable cover plate 30 of concrete is supported. For stable support, the projections 23 are coated with a resilient and damping top layer 28 of whether or not
    Natural rubber, for example an elastomer such as EPDM or neoprene. The cover plate 30 has a thickness of between 10 and 50 millimeters and can optionally be provided with a surface structure, such as for example a waffle pattern, to prevent slippage. Materials other than concrete can also be used for this, such as natural stone, wood or plastic.
    The projections 23 can be carried out in various ways. As an illustration, elongated ribs and both square and round cams are drawn in the figure. However, many variations are possible and in practice a uniform choice will be made for a façade element. By adjusting a height of the projections 23 in combination with a selected thickness of the covering 28 thereof, the cover plate 30 can be adjusted in height, so that at least a practically level floor accessibility to the floor floor 15 behind can be realized.
    Around the cover plate 30 maintains a certain gap or gap 26 with respect to the upstanding edge 24 so that rainwater can flow between them to a rainwater drain 27 which is provided in a corner of the plate body 21. To this end, the surface of the cover plate 30 advantageously has a small boiling to provide a certain slope to the gap 26. Likewise also offers the top surface of the plate body 21 advantageously grade sewing - the rainwater 27 that received it (rain) water will drain properly. This is indicated by arrows in the figure. The facade body 20 is thus drained internally. The rainwater drain 27 of the façade element can be connected to a rainwater drain that is provided on the building.
    Inside the plate body 21, a plate reinforcement extends over substantially a full depth. This reinforcement comprises a set of elongated plate reinforcement devices 25 which are spatially separated laterally from each other. In accordance with the invention, the plate reinforcement devices 25 are coupled co-axially, i.e. in a straight line, operatively with a floor reinforcement 12 of the storey floor 15. To this end, both reinforcements 12, 25 can be intertwined directly with each other or, as here,
    Coupling devices 40 are used between them with connecting means on each side for coupling to the respective reinforcement 12.25. These connecting means here comprise anchoring structures 41, 42 on both sides of the coupling device 40. The anchoring structure 41 directed towards the facade is operatively connected to the floor reinforcement 12, in particular interwoven with it, while the opposite anchoring construction 42 is connected in a similar manner to a plate reinforcement device 25 attached, in particular with it. The anchoring structures 41, 42 are finally poured into concrete together with the floor reinforcement 12 and plate reinforcement 25. This creates a continuous reinforcement line that may have been tensioned. Between the two anchoring structures 41, 42, the coupling device 40 comprises a foamed core 45 which serves as a thermal bridge interruption between the facade element 21 and the storey floor 15.
    As shown in the figure, the coupling device 40 directs the plate reinforcement 25 in a straight line to the floor reinforcement 12 so that the play of forces exerted on the plate body 21 is passed through in a straight line to the floor reinforcement 15 and passed on to it. This gives a special strength to the construction that allows a façade element 21 on the basis of such a relatively slender and slightly freely projecting plate body 21 to nevertheless be reliably and durably supported and loaded.
    Instead of simultaneously with the realization of the storey floor during the construction of the building, it is also possible to install a facade element according to the invention only after completion of the building. The latter offers important advantages from a construction logistics perspective. An exemplary embodiment for this purpose is shown in figures 3 and 4 at a building 10 at the level of a storey floor 15 with a freely protruding façade element 20 that is supported by a plate body 21. The plate body 21 also forms a balcony or gallery bottom in this example and has a construction similar to that of the first exemplary embodiment.
    -13 At the height of the storey floor 15, the building is equipped with a number of coupling devices 50, see also Figure 4, of thick-walled sheet steel in preparation for a later anchoring of the facade element 21. The coupling devices 50 are filled with a thermally insulating foam core which serves as a thermal bridge interruption will serve. On the building side, the coupling devices comprise an anchoring construction 54 which is interwoven with the floor reinforcement 12, while outwardly there are provided first coupling members 51 from which the facade element 21 can be suspended. To this end, the façade element is equipped for each coupling device 50 with a corresponding bracket or hook-shaped second coupling member 52. The first coupling member 51 comprises a steel bracket body which is directed upwards in which the downwardly directed second coupling member 52 can fit properly.
    This second coupling member 52 is based on a robust coupling plate 53 which is operatively coupled in a straight line to a plate reinforcement device 25 in the plate body 21. The coupling devices 50 in turn form a load-bearing suspension structure on the façade element which lies in the extension of the reinforcement 15 in the floor 15 and thus in line with the interplay of forces in the floor 15. This suspension is in a currently pending International Patent Application no. PCT / NL2016 / 050779 described by the applicant in further detail, sew which patent application is therefore referred to here for the sake of brevity and whose contents are here cited and incorporated. The coupling devices 50 used therein are commercially available as Schock ISO baskets and are tailored to the work according to the required strength and load.
    In addition to the temporary coupling members 51, 52, the façade element 21 and the coupling devices are also mutually equipped with further connecting means for a more permanent, durable connection. These permanent connecting means comprise a set of tension bars 55 with tension nuts. The tension bars 55 protrude through the coupling devices 50 into the rear anchoring structure 54 and are operatively connected thereto. The anchoring structure 54 is in turn operative
    -14 intertwined with the floor reinforcement 12, whereby here too the forces of the tensioning bars 55 are transmitted in a straight line to the floor reinforcement. The tensioning bars 55 on the other hand also lead linearly to the first coupling member 51. As a result, the load on the facade element 20 is optimally absorbed and guided away linearly in the construction.
    The clamping bars 55 protrude outwardly and the clamping bars 55 are received in an oversized bore 56 in the coupling plate 53 on the façade element 20, on which the second coupling member 52 is formed, the bore 56 then continuing in the plate body 21. The bore 56 is accessible from above via a recess 57 so that tensioning nuts 58 can be fitted to the tensioning bars 55 and tightened with the intervention of a tensioning plate 59 anchored in the plate body. By tightening, i.e. tightening, the tensioning nuts 58, a play-free pin-joint between the coupling members 51,52 can thus be achieved, which on the one hand is in line with the prestressed plate reinforcement 25 of the flat body 21 and on the other hand is in line with the floor reinforcement 15. This connection is therefore particularly stress-resistant and nestles seamlessly into the interplay of floor reinforcement. The recess 57 can, if desired, be subsequently filled with a suitable mortar or, for example, sealed with a suitable resealable cap.
    It is important that during the structural work a provision is already made in the floor 15, whereby the coupling devices with the rear reinforcement and subsequent anchoring are positioned at the correct mutual distance before the floor is poured. To this end, the invention provides an auxiliary device in the form of a transition beam with suitable recesses at the location where the coupling devices 50 are to be located. The transition beam comprises, for example, a set sheet steel that is filled with a foamed core as a thermal insulator. Hiemiee forms the transition beam over the entire width as a thermal bridge interruption. An exemplary embodiment thereof and of its application is in the aforementioned now also pending International Patent Application No. PCT / NL2016 / 050779 of
    Applicant described in further detail, to which patent application also here for the sake of brevity are referred and whose content should also be considered here and cited.
    Although the invention has been further described above with reference to only a few exemplary embodiments, it will be apparent that the invention is by no means limited thereto. On the contrary, many variations and manifestations are still possible for the average person skilled in the art within the scope of the invention. In general, the invention provides a particularly practical solution for providing a freely protruding façade element on a façade, wherein a free hanging mass of the façade element can be kept to a considerable extent.
    权利要求:
    Claims (2)
    [1]
    1/2
    A building comprising at least one storey floor and a facade adjacent to the storey floor, wherein the storey floor comprises a floor part that is internally provided with a floor reinforcement extending transversely to the facade, and wherein a freely projecting façade element is provided on the facade that is durable is connected to the building, characterized in that the facade element comprises an at least substantially plate-shaped plate body with at least one spatially separated plate reinforcement device that extends transversely to the facade, that the at least one plate reinforcement device is in line with the floor reinforcement and is operative therewith coupled, and that the facade element is supported by the plate body.
    2. Building as claimed in claim 1, characterized in that the at least one plate reinforcement device is coupled at least substantially linearly to the floor reinforcement of the floor part through the interposition of a coupling device, which coupling device comprises on a first side first connecting means for an effective connection to the floor reinforcement and on an opposite second side, second connection means are provided for an effective connection to the plate reinforcement device.
    3. Building as claimed in claim 2, characterized in that the coupling device comprises a thermally insulating core which forms a thermal bridge interruption between the floor part and the plate reinforcement device.
    4. Building as claimed in claim 2 or 3, characterized in that the first connecting means comprise an anchoring construction which is connected to the floor reinforcement, and in particular is interwoven with it.
    5. Building as claimed in claim 2, 3 or 4, characterized in that the second connecting means comprise a first coupling member and a second coupling member which are capable and adapted to. once assembled, to cooperate in order to
    To establish a load-bearing connection between the plate body and the floor part, wherein the first coupling member extends from the coupling device and the second coupling member is connected to the plate reinforcement device, and wherein fixation means are provided which are capable and adapted to provide an immovable permanent connection between the coupling members. to establish a connection.
    6. Building as claimed in claim 5, characterized in that the first coupling member and the second coupling member, once brought together, engage, in particular hook into each other.
    7. Building as claimed in claim 5 or 6, characterized in that the first coupling member comprises a first bracket and the second coupling member comprises a second bracket, which is at least substantially complementary thereto, which brackets, once brought together, hook into one another.
    8. Building as claimed in claim 5, 6 or 7, characterized in that the coupling device comprises a coupling plate on the plate reinforcement device from which on the one hand an anchoring construction and on the other hand the second coupling member originates, and in that the fixation means comprise at least one tension rod that originates from the coupling device and which at least at a distal end is provided with a thread with which the at least one tension rod is received in a corresponding bore of the coupling plate.
    9. Building as claimed in claim 8, characterized in that the bore corresponding to the clamping rod is made oversized.
    Building as claimed in one or more of the claims 5 to 9, characterized in that the coupling device comprises locking means which are capable and adapted to at least temporarily establish a locking of the bearing connection between the coupling members.
    -1811. Building as claimed in one or more of the foregoing claims, characterized in that the floor reinforcement comprises a number of laterally spatially separated basket elements which are each in line with a plate reinforcement device in the plate body and are operatively coupled thereto through the intervention of a coupling device, and that the basket elements of the floor reinforcement at least at the level of the coupling devices coupled thereto are mutually fixed in an auxiliary device on a mutual pitch corresponding to a mutual pitch of the plate reinforcement devices in the plate body.
    12. Building as claimed in one or more of the claims 2-11, characterized in that the facade comprises a cavity wall with an inner leaf and an outer leaf separated from each other by a cavity, and that the coupling device is at least substantially behind the outer leaf , wherein the outer blade comprises a recess at the level of the coupling device through which the coupling device can be reached.
    Building as claimed in one or more of the foregoing claims, characterized in that the plate body comprises an at least substantially monolithic concrete body in which the at least one plate reinforcement device extends across the length transversely of the facade.
    Building as claimed in one or more of the foregoing claims, characterized in that the plate body forms a freely projecting balcony floor of a balcony element.
    15. Building as claimed in claim 15, characterized in that the plate body is provided with a rainwater drain and has a slope that leads to the rainwater drain.
    16. Building as claimed in one or more of the claims 14-15, characterized in that the plate body is provided with a system of projections extending up to a height above an adjacent surface of the plate body, that the plate body has a circumference raised edge and that the plate body is provided within the edge with a releasable cover plate which rests on the projections.
    -1917. Building according to claim 16, characterized in that the projections are covered with a resilient top layer, in particular of natural or non-natural rubber, on which the cover plate rests.
    18. Building as claimed in claim 16 or 17, characterized in that the cover plate maintains a free space to the wall parts.
    19. Facade element of the type as used in one or more of the preceding claims.
    Balcony element of the type as used in the building according to one or more of claims 14 to 18.
    [2]
    2/2
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    同族专利:
    公开号 | 公开日
    NL2017754B1|2017-07-13|
    NL2015800B1|2017-05-24|
    NL2018910B1|2019-09-12|
    WO2017086777A1|2017-05-26|
    EP3377709A1|2018-09-26|
    NL2015800A|2017-05-17|
    NL2017754A|2017-06-02|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    DE3403537A1|1984-02-02|1985-08-08|Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld|Prefabricated balcony-construction element for buildings|
    CH691606A5|1996-11-08|2001-08-31|Pecon Ag|Cantilever panel.|
    NL1011662C2|1999-03-24|2000-09-27|Hakron Verankeringstechniek B|Balcony plate balcony facade / floor assembly.|
    DE29917220U1|1999-09-30|2000-01-13|Mea Meisinger Stahl & Kunststo|Mounting bracket system with installation aid|
    NL1035733C2|2008-07-22|2010-01-25|Frank Boudewijn Smits|Steel hook anchor structure for hanging of steel or precast concrete floor slab in balcony of building, has hook shoe comprising hook that is attached to base plate by using nuts, and faceplate arranged between base plate and hook shoe|
    DE102008061009A1|2008-12-08|2010-06-10|Schöck Bauteile GmbH|Wall mounting device for attaching balcony slab to building, has connecting unit with recess in form of sleeve element into which engaging element is engaged with free end for attaching building part|
    DE102012013489A1|2012-07-09|2014-05-08|Schöck Bauteile GmbH|Device for vibration-decoupled support of a projecting building part|FR3092348B1|2019-02-01|2021-10-22|Soletanche Freyssinet|PROCESS FOR IN-SITU REINFORCEMENT OF A CONSOLE SLAB ANCHORED BY A THERMAL BRIDGE BREAKER|
    NL2023159B1|2019-05-17|2020-12-01|H J J Evers Beheer B V|METHOD AND FIXING ELEMENT FOR FIXING A PROJECTING ELEMENT TO A NEW BUILDING FACADE|
    NL2024685B1|2020-01-16|2021-09-08|T&R Eng B V|Coupling device and adjusting profile for it|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NL2015800A|NL2015800B1|2015-11-16|2015-11-16|Building and balcony for application.|
    PCT/NL2016/050779|WO2017086777A1|2015-11-16|2016-11-10|Building and balcony|
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