• 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 invention relates to a support structure for a building with walls (1; 9) and a horizontal construction element (2), wherein at least one of the walls comprises a tray (4), which tray (4) is arranged for mounting on it supporting the horizontal structural element. The blade (4) is formed from two parallel and interconnected blade members, a first blade member (5) and a second blade member (6), and the second blade member (6) is adapted to support the horizontal structural member thereon ( 2); such that the first blade portion (5) extends to a height of at least a portion of the horizontal structural member (2) remote from the second blade portion (6). A preference is for a support structure in which the second blade (11) is directly coupled to the first blade (4).
    公开号:NL2015774A
    申请号:NL2015774
    申请日:2015-11-11
    公开日:2016-11-21
    发明作者:Petrus Maria Van Egmond Bernardus
    申请人:Timmerfabriek Dta B V；
    IPC主号:
    专利说明:

    Improved support structure for carrying a floor and applying it
    The present invention relates to a support structure according to the preamble of claim 1.
    Such a support structure is known in the art. This is applied in practice, in particular with timber frame and prefabricated housing. In particular, the application takes place with external walls, which are generally designed as a cavity wall with an outer leaf and an inner leaf.
    Such a known support structure has the drawback that a considerable thermal bridge can arise due to heat loss from the horizontal structural element, for example a floor, to the environment or, in the case of an outer wall, to the outer leaf. This drawback is known, since in traditional residential construction with brick walls this construction is applied in an analogous manner. Because of the general familiarity and ease of construction, one uses such a technique. Another reason for using this floor support is that it is assumed in the construction that such a construction method is the only possibility of supporting stone-like floors, in particular concrete floors, in a timber frame construction technique.
    Furthermore, this construction has the disadvantage that air leakage takes place along the construction parts, which forms an additional chance of a cold bridge. Moreover, because there is no sealing vapor inhibition, there is a high risk of condensation. Particularly in timber frame construction, and other techniques that use wood and other natural materials, there is a risk of wood rot.
    The invention therefore has for its object to provide an improved support structure of the type mentioned in the preamble.
    In particular, it is an object of the invention to provide a support structure of the type mentioned in the preamble which forms a greatly reduced thermal bridge and which can carry heavy feeds.
    It is also an object of the invention to provide a solution against air leakage.
    It is also an object of the invention to provide an improved support structure that provides a fast and secure building construction and easily installed installation parts, such as power lines and lines for other (utility) facilities.
    A further object of the invention is to provide a support structure that is suitable for supporting both an upper wall and an upper roof construction by the horizontal construction element.
    In order to obtain at least one of the aforementioned advantages, the invention according to a first embodiment provides a support structure which comprises the features of claim 1. This support structure has the advantage that a thermal bridge is substantially completely prevented and that a greatly improved airtightness is obtained.
    It has also been found that the support structure according to the invention provides a very stable construction that is eminently suitable for timber frame construction and prefab construction. Such a synergistic effect is completely unexpected.
    Hereinafter and in the claims, reference is often made to a "first leaf part" and a "second leaf part", as well as to a "first inner leaf part", a "second inner leaf part" and "outer leaf part". Use is also made of the loose term "leaf part" as well as the terms "inner leaf part" and "outer leaf part". By this is meant the walls that can be used as separate parts of a wall or that can be used together as a cavity wall. The "first inner leaf part" and "second inner leaf part" together form an inner leaf of a cavity wall formed from an inner leaf and an outer leaf. However, even when the term "inner leaf (part)" is used, it is meant, without limitation, to mean any wall that can form an inner wall or an outer wall.
    Preferably at least one of the walls comprises an outer leaf and an inner leaf which inner leaf is adapted to support the horizontal structural element thereon, the inner leaf being formed of two parallel placed and interconnected inner leaf parts, a first inner leaf part on the side of the outer leaf and a second inner leaf part on a side of the first inner leaf part remote from the outer leaf.
    A robust construction is obtained in particular when the second blade part comprises at least two spaced apart posts for supporting the construction element which extend from a wall-supporting element in the direction of the construction element. This is a variant to provide the second leaf part with load-bearing capacity to support the structural part, for example a floor or ceiling element. According to another embodiment, the second blade part can be substantially solid or as a truss or ladder construction for supporting the construction element. An upright has the advantage that it takes on all bearing forces so that the remainder of the second blade part can be designed as a hollow space for concealing pipes. This hollow space can optionally be insulated.
    To provide a particularly strong construction with very high bearing capacity, the uprights can comprise steel uprights. This contributes to a greatly increased bearing capacity and stability of the structure.
    The stability can be further increased by coupling the uprights to the bearing element, preferably by means of a bolt connection. The bolts can be provided in the underlying bearing element, for example a foundation or a floor, whereby openings can be provided in the upright for receiving the bolts and then connecting them with nuts.
    It is particularly preferred here that the horizontal structural element comprises a floor, in particular a floor with a high own weight, such as a stone floor, for example a concrete floor. An example of this is a floor formed from channel plates. Hereinafter, reference will essentially be made to the use in carrying a floor, although the invention is not limited thereto. An example of another horizontal construction element is a construction beam, a roof construction or a non-passable loft.
    It is preferable to provide the floor defined by the floor with a wall. This wall, for example if it is formed from an outer leaf and an inner leaf, can be supported respectively by an outer leaf of the floor below and by an inner leaf below and / or the floor mentioned below. Preferably, an upper side of the first inner leaf part is herein substantially aligned with an upper side of the horizontal construction element, and a coupling piece is attached to the horizontal construction element which is supported on the top side of the first inner leaf part, which coupling piece is arranged for horizontal connection of the floor and the wall element. This appears to provide a particularly robust construction that not only absorbs vertical forces well but also forces directed transversely thereto. This increases the overall strength of the building considerably. The coupling piece can also be referred to as a hook anchor.
    A simple adjustment of the height of the second inner leaf part, for instance to accurately position the horizontal construction element, is obtained when the second leaf part comprises a top rail for supporting the horizontal construction element thereon. The horizontal and vertical alignment of the horizontal structural element can thus be easily adjusted to the wishes and requirements of the builder. The top line can be made of wood or steel. A combination of different materials is also possible. A steel H-beam which is provided as a beam on the top of the second inner leaf can suitably support the structural element. Optionally, a wooden rail or felt fleece can be applied to the beam between the top of the steel beam and the bottom of the structural element. When a wide slab floor is used as an element that is supported by the leaf part, it can be supported directly on the uprights or columns of the leaf part, so without the H-beam. Beams can be provided under the H-beam for attaching drywall or the like. The posts are preferably made of metal, such as steel.
    The invention provides a further optimization of reducing a thermal bridge if at least one of the first leaf part and the second leaf part comprises an insulating material. In particular with a high bearing capacity of the second blade part, this provides an optimum construction, since a substantial part of the bearing forces is provided by the second blade part and whereby the first blade part can comprise a desired amount of insulation material. The second leaf part can be optimized for a maximum bearing capacity so that the floor, possibly with a set of walls to be placed thereon, can be supported on the second leaf part.
    An optimum reduction of a thermal bridge is also obtained with a successive floor if a wall to be placed on the top of the first leaf part and the top of the horizontal construction element is formed from a second formed from a first leaf part and a second leaf part sheet, preferably a second inner sheet.
    An optimum reduction of a cold bridge is obtained when the first leaf part of the second leaf rests on the first leaf part of the underlying wall and the second leaf part of the second leaf rests on the horizontal structural element. This almost completely reduces a continuous cold bridge construction, while the constructional strength and stiffness of the building remain unaffected. The double connection by means of an optional coupling piece even ensures a greatly improved strength and stiffness compared to a traditional building method.
    The invention is not limited to supporting a horizontal structural element such as a floor on which another wall is placed. For example, an upper side of the first leaf part can be aligned with an upper side of the horizontal construction element, and wherein a coupling piece is attached to the horizontal construction element and is coupled to the top side of the first leaf part, which coupling piece is adapted for bearing of a roof construction to be placed thereon. In particular, it is preferred here that the coupling piece comprises a receiving member coupled to the coupling piece, with a recess for receiving therein a part of a roof construction, preferably of an inclined roof construction.
    In order not to be able to see on the outside of the wall (in this case the sheet on which the construction element is supported) how the construction of the sheet is formed, it is preferable that an outer sheet is located next to the first sheet. In the case of a facade or an outer wall of a building, the outer leaf will be located next to an inner leaf part, such as a first inner leaf part. Of course, such a variant is not necessary within the present invention. Other facade shapes are possible, whereby different materials can also be used, such as brickwork, cladding panels of glass, plastic, and natural materials such as wood and stone.
    In order to obtain an excellent connection between the lower wall, i.e. the first leaf, and an upper wall of the floor, it is preferred that a second leaf is placed above the first leaf, such that a first leaf part of the second leaf is placed on the first leaf part of the first leaf and the second leaf part of the second leaf is placed on the horizontal structural element, and wherein the second leaf part is attached to the first leaf part of the first leaf, so as to provide the second leaf link directly to the first sheet.
    According to a further aspect, the invention relates to the use of a support structure according to the invention described above in timber frame construction or prefabricated housing.
    The invention will be explained in more detail below with reference to a drawing. The drawing shows in:
    FIG. 1 a schematic section through a wall according to the invention,
    FIG. 2 a schematic section through a wall in a variant of the invention,
    FIG. 3 a schematic section through a wall with roof support according to the invention,
    FIG. 4 a detailed view of the construction according to the invention, and
    FIG. 5a, 5b and FIG. 6 shows a variant of the wall according to the invention.
    In the figures, the same parts are indicated by the same reference numerals. However, the parts necessary for a practical implementation of the invention are not all shown, due to the simplicity of the representation.
    FIG. 1 shows a schematic section through a part of a construction of a building. The building comprises a wall 1 and a horizontal structural element 2. The horizontal structural element 2 will hereinafter be referred to as floor 2. The wall 1 is formed from an outer sheet 3 and an inner sheet 4. The inner sheet 4 is in accordance with the The invention is again subdivided into a first inner leaf part 5 and a second inner leaf part 6. The first inner leaf part 5 is located at a position between the outer leaf 3 and the second inner leaf part 6. The second inner leaf part 6 is essentially adapted to provide a bearing strength to the inner sheet 4. This allows a heavy floor, for example a concrete floor 2, to be supported by the second inner sheet part 6. The second inner leaf part 6 may comprise a framework with support beams that provide the strength and an insulating material located between the support beams. The installation material can also be included in this second inner leaf part 6. The first inner leaf part 5 is on the one hand equipped with sufficient bearing capacity to be able to support an upper leaf part 13 but also provided with insulating material to impart adequate thermal insulation to the structure. The first inner sheet part 5 is separated from the second inner sheet part 6 by means of a vapor barrier 29. The vapor barrier can be a plastic film 29 which is connected to both the first inner sheet part 5 and the second inner sheet part 6. For example, the vapor-inhibiting film 29 can be connected to a sheet material 30. Installation pipes provided in part 6 therefore leave the vapor inhibition intact, which guarantees optimum insulation and vapor inhibition.
    According to the state of the art (not shown), the inner leaf 4 is designed as a single leaf, without being split into part 5 and part 6.
    As shown in the figures, the floor 2 is supported on a top rail 28 of the second inner leaf part 6. This creates the possibility of extending the entire first inner leaf part 5 upwards, along the floor 2, to substantially the same height as the top side. 7 of the floor 2. By creating a cavity 8 between the first inner leaf part 5 and the floor 2, excellent insulation is provided so that a cold bridge is completely prevented.
    In the embodiment shown in the figures, a wall 9 at the height of a space defined above floor 2 is also formed from a second outer leaf 10 and a second inner leaf 11. The second inner leaf 11 can be formed from a single leaf 12 (Fig. 1 ) or may be formed from a first inner leaf part 13 and a second inner leaf part 14 (Fig. 2). In order to obtain adequate support for the second inner leaf 11, a coupling piece 15 is preferably provided which is formed as an L-piece which with a long leg 16 is in (in the figures) horizontal state with key bolts 18 (in the figures two key bolts are 18) is attached to the floor 2 and is attached to the top of the first inner leaf part 5. The short leg 17 of this coupling piece 15 is directed vertically upwards and provides a horizontal connection of floor 2 with wall 4.
    The coupling piece 15 is not placed over the entire width of the wall and floor. A plurality of coupling pieces 15 are provided, each having a width of, for example, 60 mm. The coupling pieces 15 are each pushed through an opening 31 provided in the wall plate 19 (see Fig. 4). The wall plate 19 is fixedly connected (glued, screwed) to a top rail 25 of the first inner leaf part 5. This provides a firm connection between the floor 2 and the inner leaf 4. In addition, the floor 2 rests on its underside on the second inner leaf part 6. Also between the underside of the floor 2 and the bearing surface of the second inner leaf part 6, felt fleece or the like can be provided.
    In FIG. 2 is a variant of the embodiment according to FIG. 1 shown. FIG. 2 shows a second inner leaf 11 formed of a first inner leaf part 13 and a second inner leaf part 14. The advantage of this embodiment is an increased insulation value of the second wall 9. Surprisingly, however, a simplified construction is also obtained because a second wall 9 is simpler on the floor 2 and the first wall 1 can be aligned.
    For example, the first inner leaf part 13 of the second wall 9 can be placed on the first inner leaf part 5 of the wall 1 and the second inner leaf part 14 can be supported on the floor 2. At the location of the coupling pieces 15, the second inner leaf part 14 can be secured by means of a screw 26 or the like are attached to a wall plate 19 of the first inner leaf part 5 of the first wall 1 situated up to a position higher than the floor 2. Outside the position of the coupling pieces 15, the second inner leaf part 14 can be attached to screw 26 or the like by a framework of the first inner leaf part 5 of the first wall 1 or to a wall plate 19 connected to that framework. This provides a surprisingly sturdy construction in that the upper inner leaf 11 is directly connected to the bottom wall 1 and the floor 2 is enclosed between the two walls. . This also greatly increases the insulation value compared to the state of the art. A moisture barrier can be obtained by placing a foil 20 under an outer plate 21 on the first inner leaf part 13 of the second inner leaf 11 and over an outer plate 27 of the first inner leaf part 5 of the wall 1.
    FIG. 3 finally shows a schematic section through a wall with roof support according to the invention. The roof support is formed of a coupling piece 15, wherein an insert 22, also referred to as wall plate 22, is provided which rests on the long leg 16 of the coupling piece and which abuts against the upstanding short leg 17. The insert 22 comprises a recess for receiving a part of the sloping roof construction 23 and is shaped such that the part of the roof construction 23 accommodated therein is secured against lateral movement. The insert 22 is coupled to the coupling piece by means of a screw 24. A screw or the like may also be provided to secure the sloping roof structure 23 to the coupling piece 15.
    FIG. 5 finally shows a side view in section of a variant of a wall 1, 9 according to the invention. FIG. 6 shows a front view of the wall 1, 9 according to FIG. 5. The inner leaf 4 comprises a second inner leaf part 6 which comprises vertical uprights or columns 32. In the embodiment shown, the uprights 32 are made of steel tubes. Other shapes can also be used, such as tubes or plate-shaped elements that can be interconnected to provide additional rigidity. In
    FIG. 5 and 6 it is also indicated that the second inner leaf part 4 comprises at the top an H-profile 34 which serves as top rail 28 and which rests on the uprights 32. The construction element 2 is supported on the beam 34. This embodiment variant provides an excellent projection strength and capacity. To increase the stability, the uprights are fixedly coupled to the subfloor 33, which here is supported by a foundation 36. The uprights 32 are also coupled to the H-profile 34 by means of bolt connections 35, which provides optimum strength and stability.
    When a wide slab floor is used as an element supported by the leaf part 4, it can be supported directly on the uprights or columns 32 of the leaf part 4, so without the H-beam 34. Beams 37 can be provided underneath the H-beam 34 for attaching drywall 38 or the like to finish the inner leaf portion 34.
    FIG. 7 finally shows an alternative embodiment for coupling the inner leaf part 4 with the horizontal construction element 2. In the embodiment shown, a tie rod 40 provided with screw thread 39 is coupled with reinforcing bar 41 accommodated in construction element 2. The thread 39 is provided at the end 42 with the drawbar, so that a nut 43 can be passed over the thread 39 to exert a tensile force on the drawbar 40. A fast and stable method is hereby obtained for fixing the structural element 2 to be connected to the inner leaf 4. Optionally, the tie rod as such can run through the entire construction element 2, with a corresponding threaded protruding end located on the opposite part of the element 2, where the element 2 with another leaf part can be linked.
    The invention is not limited to the embodiments described above and shown in the figures. The invention is only limited by the appended claims.
    The invention also extends to any combination of measures described above independently of each other.
    权利要求:
    Claims (18)
    [1]
    A support structure for a building with walls (1; 9) and a horizontal construction element (2), wherein at least one of the walls comprises a tray (4), which tray (4) is adapted to support the horizontal support thereon construction element, characterized in that the blade (4) is formed from two parallel placed and mutually connected blade parts, a first blade part (5) and a second blade part (6), and that the second blade part (6) is arranged for supporting the horizontal structural element (2) thereon; such that the first blade portion (5) extends to a height of at least a portion of the horizontal structural member (2) remote from the second blade portion (6).
    [2]
    A support structure according to claim 1, wherein at least one of the walls comprises an outer leaf (3) and an inner leaf (4), which inner leaf (4) is adapted to support the horizontal structural element thereon, the inner leaf (4) is formed of two parallel and interconnected inner leaf parts, a first inner leaf part (5) on the side of the outer leaf (3) and a second inner leaf part (6) on a side of the first inner leaf part (5) remote from the outer leaf (3) 5).
    [3]
    The support structure according to claim 1, wherein the second blade part (6) comprises at least two spaced apart uprights (32) which extend from an element (33) carrying the wall (4) in the direction of the construction element (2) for supporting the structural element (2).
    [4]
    The support structure according to claim 3, wherein the uprights (32) comprise a steel upright (32).
    [5]
    A support structure according to claim 3 or 4, wherein the uprights (32) are coupled to the bearing element (33), preferably by means of a bolt connection.
    [6]
    The support structure according to claim 1, wherein the horizontal construction element (2) comprises a floor.
    [7]
    A support structure according to claim 1, 2 or 3, wherein an upper side of the first blade part (5) is aligned with an upper side of the horizontal structural element (2), and wherein a coupling piece (15) is attached to the horizontal structural element element (2) and is coupled to the top side of the first blade part (5), which coupling piece (15) is adapted to provide a horizontal connection between the horizontal structural element (2) and the blade (4).
    [8]
    The support structure according to claim 1, wherein the blade part (6) comprises an upper rail (28) for supporting the horizontal construction element (2) thereon.
    [9]
    A support structure according to any one of the preceding claims, wherein at least one of the first leaf part (5) and the second leaf part (6) comprises an insulating material.
    [10]
    10. A top construction according to any one of the preceding claims, wherein a wall (9) to be placed on the top of the first leaf part (5) and the top of the horizontal construction element (2) is formed from a first leaf part (13). and a second sheet (11) formed of a second sheet portion (14), preferably a second inner sheet (11).
    [11]
    The support structure according to claim 10, wherein the first leaf part (13) of the second leaf (11) rests on the first leaf part (5) of the underlying wall (4) and the second leaf part (14) of the second leaf (11) supported on the horizontal structural element (2).
    [12]
    A support structure according to claim 1 or 2, wherein an upper side of the first leaf part (5) is aligned with an upper side of the horizontal structural element (2), and wherein a coupling piece (15) is attached to the horizontal structural element ( 2) and is coupled to the top side of the first leaf part (5), which coupling piece (15) is adapted to support a roof construction (23) to be placed thereon.
    [13]
    A support structure according to claim 12, wherein the coupling piece (15) comprises a wall plate (22) coupled to the coupling piece, with a recess for receiving therein a part of a roof construction (23), preferably of a sloping roof construction (23) .
    [14]
    A support structure according to any one of the preceding claims, wherein the outer leaf (3) is located next to both the first leaf (4) and the second leaf (11), preferably next to a first inner leaf (4) and a second inner leaf (11).
    [15]
    The support structure of claim 1, wherein a second sheet (11) is disposed above the first sheet (4) such that a first sheet portion (13) of the second sheet (11) is on the first sheet portion (5) of the first sheet (4) is placed and the second leaf part (14) of the second leaf (11) is placed on the horizontal structural element (2), and wherein the second leaf part (14) is attached to the first leaf part (5) of the first blade (4) so as to couple the second blade (11) directly to the first blade (4).
    [16]
    The support structure of claim 1, wherein the upright (32) comprises metal, preferably steel.
    [17]
    The support structure of claim 1, wherein a tie rod (40) is received in the horizontal structural member (2) and is coupled to the inner leaf member (4), which tie rod (40) is adapted to provide a horizontal connection between the horizontal structural element (2) and the inner leaf part (4).
    [18]
    Use of a support structure according to one of the preceding claims in timber frame construction or prefabricated housing.
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    同族专利:
    公开号 | 公开日
    NL2015774B1|2017-01-25|
    NL2014793A|2016-11-21|
    NL2014793B1|2017-01-25|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US4338759A|1980-07-28|1982-07-13|Universal Component Systems, Inc.|Method of building construction using concrete reinforced wall modules|
    US4669240A|1984-07-09|1987-06-02|Giuseppe Amormino|Precast reinforced concrete wall panels and method of erecting same|
    OA08285A|1986-03-18|1987-10-30|Monde Pierre Sironi|Building structure incorporating elements, load-bearing in particular, in folded galvanized sheet.|
    DE10255717A1|2002-07-27|2004-02-19|Vinko Miocic|Method for wooden construction with improved thermal insulation using modules with inner and outer with low thermally conducting wooden cross braces|
    CA2499971C|2004-03-10|2007-01-30|Alven J. Way|Multi-storey insulated concrete foam building|
    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    NL2014793A|NL2014793B1|2015-05-12|2015-05-12|Superstructure for supporting a floor and applying it.|
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