• 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 an element construction, which comprises several construction components (11, 11.1, 11.2) placed next to one another, coupled to each other by means of a locking joint (12), which is arranged to be formed for the main part of the sides of the construction components placed against each other (14, 14.1, 14.2). Of the locking joints between the structural components, at least one part is arranged to be formed by two or more form-locked joint member pairs (15.1, 15.2). The invention further relates to a method for transporting a building (100) and for its construction of elemental structures (10, 10 ').
    公开号:FI20175842A1
    申请号:FI20175842
    申请日:2017-09-22
    公开日:2019-03-23
    发明作者:Jouni Niskakangas
    申请人:Maansiirtoliike Niskakangas Oy；
    IPC主号:
    专利说明:

    ELEMENT STRUCTURE AND METHOD FOR TRANSPORTING AND BUILDING A BUILDING
    The invention relates to an element structure consisting of a plurality of structural components arranged side by side, connected to each other by a locking joint adapted to form a majority of the mutually facing sides of the structural components. Further, the invention also relates to a method for transporting and constructing a building from prefabricated structures.
    Prior art in vertical log construction is disclosed in European Patent Number EP 2264323 B1. It illustrates, for example, the joining of structural components made of wood with a locking joint to form a structure in which the structural components 15 are longitudinally vertical.
    The lock connection between the structural components is here formed by a tie member based on a salmon tail connection, a connecting rail.
    The connecting rail connecting the structural components is a separate part from the structural components. In this case, the structural components are joined by first being placed against each other on their longitudinal sides. The connecting rail is then threaded into position by squeezing it between the components of the ra25. For this purpose, the structural components have similar grooves (female part) for the male connecting rail. The humidity difference between the connecting rail and the structural component can provide locking of the structure if both components are wood. If the humidity is approximately the same for both components, then the structure formed from the elongated structural components can be disassembled. Because of the above, the drawbacks of the structure include, for example, the poor sealing properties between the structural components, which are caused by the wood-like life, such as shrinkage, etc.
    20175842 prh 22 -09- 2017
    The object of the present invention is to provide a prefabricated structure of structural components which, when connected to each other, is a dense structure, as well as a method 5 for transporting and constructing a building from prefabricated structures, which enables a dense building in a logistically efficient manner. Characteristic features of the element structure according to the invention are set forth in claim 1 and in claim 15 of the method.
    The elemental structure constructed from the structural components according to the invention provides a dense, rigid and non-collapsible elemental structure. By providing at least a portion of the locking joints between the structural components by two or more pairs of mating members, the shear length between the structural components is increased. The coupling member pairs form a plurality of labyrinths between the structural components, which improves the tightness of the joint.
    According to one embodiment, one or more seals may also be used in connection with the locking connection of the structural components. Sealing ensures that the joint is tight, despite the potential for wood to live. By providing a locking connection between the structural components by two or more pairs of form-fitting connecting members, there is also an advantage in providing the seal. Thus, when assembling or constructing a building from prefabricated structures as well as when assembling the prefabricated structure from the structural components, two or more pairs of contoured connecting members align the structural components when they are threaded together, and the seal cannot be damaged or moved. In other words, two or more pairs of deformed joint members do not allow, for example, twisting of the structural components relative to one another during threading operation, which otherwise could damage the seal when the structural components are joined together. Thus, pairs of non-closed connection members can also be said to stabilize the position of the structural components relative to one another when they are connected to each other.
    Further, with the invention, for example, large structures can be efficiently transported as prefabricated structures, but still form a dense structure at the site. The size of the prefabricated structures can be optimized for transport and / or assembly efficiency. Thus, the invention enables the building to be optimally delivered to its construction site in terms of transportation costs as well as transportation equipment. It is also possible to assemble a building from on-site prefabricated prefabricated structures so that the number of prefabricated prefabricated structures and hence the joints between them are minimized. In this case, it is possible to minimize the time required for the construction of the building, i.e. the interconnection of the elemental structures. Other features of the invention will be apparent from the appended claims and further advantages that are achieved are listed in the specification.
    In the following, the invention, which is not limited to the following embodiments, will be further described with reference to the accompanying drawings, in which:
    Figure 1
    20175842 prh 22 -09- 2017
    Figure 2
    Figure 3 illustrates in principle the element structures according to the invention formed of structural components, illustrates in more detail the element structure shown in Figure 1 in oblique side view, illustrates an example of the structural components being joined at their ends,
    Picture 4 5 Picture 5Picture 6 10 Picture 7
    Figures 8a - 8c
    Fig. 9 shows the structural components shown in Fig. 3, viewed from their ends apart, showing a single structural component obliquely, illustrates the method used in the element structure shown in Fig. 1 for connecting the structural components a pair of non-deformable connecting members for forming a log structure and illustrating at a fundamental level the method of the invention for transporting and constructing a building from prefabricated structures.
    20175842 prh 22 -09- 2017
    Figure 1 shows, in principle, some examples of the element structure 10 according to the invention, assembled from interconnected structural components 11, 11.1,
    11.2. The prefabricated structure 10 comprises a plurality of structural components 11, 11.1, 11.2 arranged side by side and interconnected. The structural components 11, 11.1, 11.2 may be made of, for example, wood and will be referred to herein as "logs".
    Hereby, the element structure 10 can also be called the log structure 30. The adjacent logs 11, 11.1, 11.2 are connected to one another by a locking member 12. The locking member 12 is formed on the main portion of the structural components 11, 11.1, 11.2 facing each other 14, 14.1, 14.2. Thus, the locking joint 12 is arranged to form a major part of the structural components 11,
    11.1, 11.2 are the lengths of opposite sides 14, 14.1, 14.2.
    The log structure 10 can be used to form, for example, a vertical log structure for a building site. Vertical log structure here refers to a log structure with elongated logs 11,
    11.1, 11.2 are mounted on the installation site, and thus the log structure 10 is formed vertically or substantially vertically thereof.
    In other words, the logs
    11, 11.1, 11.2, from which they are interconnected by a locking joint 12, is also vertical or substantially vertical. In this case, at the lower part of the log structure 10 and also at the upper part of the logs 11, 11.1,
    11.2 have their ends 24.1, 24.2. The ends 24.1, 24.2 of the logs 11, 11.1, 11.2 may be enclosed by a possible horizontal end piece 26, and preferably also be joined together. Correspondingly, at the edges or sides of the log structure 10, there is a vertically elongated edge log or corner log 11.3 which is also parallel to other logs between the edge or corner logs 11.3 of the log structure 10 20.
    11, 11.1. 11.2. Thus, the portions of the logs 11, 11.1, 11.2 are positioned in a manner opposite to vertical log construction as is the case, for example, in horizontal log construction. Especially hir20175842 prh 22 -09-2017 females 11, 11.1, 11.2 join to one another for the most part their elongated and facing sides 14, 14.1,
    14.2 is characterized by a log structure 10 referred to as a vertical log structure in this application.
    The log structure 10 may form, for example, an exterior 30 and / or a partition. Now the logs 11, 11.1, 11.2 are basically quadrangular in shape. In this case, the ends of the logs 11, 11.1, 11.2 are interposed between the associated pages 14, 14.1, 14.2. In the case of an exterior wall, for example, they may form the facade and the interior of the building. pages
    14.1, 14.2, between which the locking joint 12 is formed of logs
    11.1, 11.2, then remain hidden between the logs 11, 11.1, 11.2. The inner surface of the logs 11.1, 11.2 can be utilized on the line, for example, in the shape of a finger panel, curved, colored or tinted, whereby it acts directly as an interior surface.
    Correspondingly, the outer surface of the logs 11, 11.1, 11.2 can be driven, for example, by a planing machine with grooves using different laths.
    Thus, the log structure 10 formed of logs 11, 11.1, 11.2 can itself form, for example, a wall without additional layers being provided on its surface.
    Figures 2 and 3 show an example of joining logs 11, 11.1, 11.2 to form a log structure 10. Figure 2 shows the elemental structure 10 of Figure 1 viewed obliquely from the side and Figure 3 shows the interconnection of the two structural components 15.1, 11.2 viewed from their ends. The locking joint 12 between the logs 11.1, 11.2, which connects the logs 11.1, 11.2, is arranged to be formed by two or more pairs of form-fitting connecting members
    15.1 - 15.3. This may be the case in at least a part of the joints 11.1, 11.2 of the log structure 10, but preferably this type of joining is at each joint. Coupling Element Pairs 15.1,
    15.2, 15.3 are arranged on the elongated sides 14.1, 14.2 of the logs 11.1, 11.2, the main portion being the length of the logs 11.1, facing each other 14.1, 14.2.
    11.2
    Kah25
    20175842 prh 22 -09- 2017 with one or more pairs of deformable brackets 15.1
    15.3 improving the sealing properties between the logs 11.1, 11.2. 15.1 of two or more pairs of non-deformable connecting members,
    15.2, 15.3 allows the cutting line between the logs 11.1, 11.2 to extend in the transverse direction of the log structure 10, i.e. providing a labyrinth seal which makes the joint tight and also secure. In addition, the advantage of installing a possible seal, and more generally, assembling the element structure 10, is achieved by two or more pairs of form-fitting connecting members 15.1 to 15.3 between the logs 11.1, 11.2.
    20175842 prh 22 -09- 2017
    The pair of deformable connecting members 15.1 to 15.3, which connect two logs 11.1, 11.2 placed against each other, are parallel to each other between the logs 11.1, 11.2.
    In that case they are on log 11.1, 11.2 on the main part of logs 11.1,
    11.2 facing the opposite sides 14.1, 14.2, i.e. one elongated side 14.1, 14.2 of the logs, per the locking joint 12. As the log structure 10 is assembled, the pages 14.1, 14.2 are facing each other. In addition, coupling pairs of non-deformable couplings 15.1 -
    15.3 are outwardly visible, with the log structure 10 assembled therefrom, invisible. In this case, the junction of the logs 11.1, 11.2 is visible outwardly only in one straight or shaped cutting line, which is also parallel to the longitudinal direction of the logs 11.1, 11.2.
    Figure 4 shows the logs 11.1, 11.2 viewed from their ends separately, and Figure 5 shows a single log 11 seen obliquely from the side. The pair of form-locking connecting members 15.1, 15.2 of the locking joint 12 are arranged to form a first groove 22 arranged in the first log 11.1 and a second rail 23 arranged in the log 11.2 and adaptable to the groove 22. more between the logs 11.1, 11.2. Further, a single log 11.1, 11.2 may be part of one, two or more locking connections 12, since the log structure 10 comprises a plurality of logs 11.1, 11.2 connected to each other in adjacent positions. The locking connections 12 are then logs
    11.1, 11.2 on opposite sides, for example, on a portion of a straight wall, as is the case on the log 11.1 in Figure 2, or on adjacent sides, such as in the case of a corner log 11.3. Figure 7 illustrates this in more detail. Of course, the locking joint 12 can even be on each side of the log. This may be the case, for example, in a partition structure. For example, one quadrilateral log may serve as a corner of the nerve structure. For example, it can branch out into three
    20175842 prh 22 -09- 2017 or even four partitions, ie from each side of the log.
    According to one embodiment, the locking joint 12 comprises two pairs of mating brackets 15.1, 15.2. Hereby, the grooves 22 of the two pairs of deformed brackets 15.1, 15.2 forming one lock connection 12 between the two structural components 11.1, 11.2 are arranged in the first log 11.1. Similarly, then, the rails 23 of two pairs of deformed brackets 15.1, 15.2 forming one locking joint 12 between the two structural components 11.1, 11.2 are arranged in a second log.
    11.2. Thus, the grooves 22 of the locking joint 12 are parallel to one of the logs 11.1 and also the rails 23 are parallel to the other of the log 11.2. In other words, the lock 15 is formed by two pairs of deformed brackets 15.1, 15.2 with the main portion of the elongated sides 14.1, 14.2 of the logs 11.1, 11.2 aligned parallel to one side of the lock 12 by the same rail 11 on the side of the log 11.2. Logs 11.1, 11.2 sliding side by side
    14.1, 14.2, when joined together and assembled with the log structure 10, help to provide a non-deformable joint 15.1, 15.2 to hold the logs 11.1, 11.2 in place. In addition, also logs
    The connection between 11.1, 11.2 is tightened the more it is traveled by air from outside to inside, i.e. from one side of the log structure 10 to the opposite side of the log structure 10.
    Figures 2 and 3 also show that, in the case of the embodiment shown, the locking joint 12 further comprises a third pair of advantageously deformable joint members 15.3 arranged to form a major part of the elongated sides 14.1, 14.2 of the logs 11.1, 11.2 and the two
    20175842 prh 22 -09- 2017
    15.1, 15.2. A third pair of connecting members 15.3 is arranged to form between the grooves 22 provided in the log 11.1 and the rails 23 arranged in the opposite log 11.2.
    In this case, the third pair of connecting members 15.3 is between the groove-shaped connections 15.1, 15.2 parallel to the groove 27 and the rail rail 28 (Fig. 4). In this case, the lock joint is arranged to form three form-closed connections
    15.1, 15.2, 15.3 with the main portion of the elongated opposite sides 14.1, 14.2 of the logs 11.1, 11.2.
    Preferably, the third pair of form-fitting coupling members 15.3 is now automatically formed in the lock fitting 12. This occurs when two pairs of connecting members 15.1, 15.2 are provided for one of the logs 11.1 for the grooves 22 and one for the opposite logs 11.2 for the rails 23. With three form-fitting coupling pairs
    15.1 to 15.3, a long transverse cutting line of the log structure 10 is achieved, and thus also a very good sealing of the log structure 10 and at the same time a secure locking of the logs 11.1, 11.2 with each other and also alignment with the logs 11.1, 11.2.
    As shown in Figures 1 to 3 and 7, the logs 11, 11.1, 11.2 may also include a seal 13 disposed on the main portion of the logs 11, 11.1, 11.2 facing the elongated opposite sides 14.1, 14.2 of the logs 11, 11.1, 11.2. most of the lengths of the elongated sides 14.1, 14.2 of the logs 11, 11.1, 11.2 facing each other. In the transverse direction of the log 11.1, 11.2, the seal 13 may be at least on one side of the lock connection 12 or it may also be reciprocal, as in the figures.
    1-3, 7 are just shown. The logs 11, 11.1, 11.2 then comprise two seals 13 arranged on elongated opposing sides 14.1, 14.2 with the locking joint arranged to form therebetween. Tiivistyk10
    20175842 prh 22 -09- 2017 it 13 ensures tightness of the connection between the logs 11.1, 11.2.
    As shown in particular in Figures 4 and 5, according to one embodiment, the logs 11.1, 11.2 are arranged on their elongate facing sides 14.1, 14.2, i.e. on opposite faces, for a sealing element 17 for sealing 13. At position 16, the seal 13 is secured and the seal element 17 is held in place, for example, during and after joining of the logs 11.1, 11.2.
    The sealing element 17 is adapted to be formed of logs
    11.1, 11.2 airspace 18 (Figure 3), which contributes, for example, to the tightness of the joint. According to one embodiment, the sealing element 17 may then include logs
    A hollow part 19 disposed between 11.1, 11.2 to form an air space 18 may be formed, for example, by a hollow elongated tube 29. The tube 29 has a jacket having a hollow space formed by the air to form a sealing element 13 17 includes hollow portions 19.1, 14.2 arranged in alignment with the elongated opposing sides 14.1, 14.2 of both logs 11.1, 11.2
    21 (Figure 4). The recesses 21 are now elongated grooves formed in logs 11.1, 11.2. The arcuate cross-sectional shape of the grooves corresponds to the shape and size of the tube 29. With the sealing element 17 installed and the logs 11.1, 11.2 interconnected, the pipe may be half on each side of the logs 11.1, 11.2, i.e. the pipe 29 will then be positioned in the center of the cutting line 33 between the logs 11.1, 11.2 (Figure 3). In Fig. 3, for illustration purposes, only one sealing element 17 is shown. Another place 16 for the sealing element 17 has now been intentionally left empty for the sake of clarity
    20175842 prh 22 -09- 2017
    11.1, 11.2 Formation of location 16 in logs 11.1,
    11.2, when they are connected to each other.
    Further, the sealing element 17 may also include a fastening portion 20 fitted to the hollow portion 19. The fastening portion 20 is also provided at a location 16 provided on the log 11.1, 11.2 to hold the sealing element 17 in place, for example, when assembling the log structure 10. The fastener portion 20 is now a plate-like tongue associated with the shell of the tube 29 forming the hollow portion
    30. Tab 30 is directed in the direction of a single log 11.2. gallows
    11.2 is an elongated notch provided for tab 30
    31. The tongue 30 is adaptable to a notch 31 where it is securely held thereby holding the sealing member 17 in place. The slot may be therein in a log 11.2 into which rails 23 of a pair of deformable connecting members 15.1, 15.2 are fitted. In this case, the sealing element 17 is attached to this log 11.2 having rails 23.
    The tube 29 and thus the entire sealing element 17 may be made of, for example, an elastic material such as rubber. The elastic material seals very hard against the hard surface of the wood and absorbs any movement from the wood, while still maintaining good sealing.
    The logs 11.1, 11.2 may be made of, for example, wood. The logs 11.1, 11.2 can be, for example, so-called solid wood, i.e. glued wood. In addition, when the logs 11.1, 11.2 are connected to one another by means of a locking joint 12, they can also be glued to one another on their opposite sides 14.1, 14.2.
    Figure 6 shows one way of connecting the logs 11, 11.1, 11.2 to their end 24.1, 24.2 in more detail with reference to Figure 1. Above, the construction of the log 35 structure 10 from their elongated one another has been described
    20175842 prh 22 -09- 2017 with pages facing 14.1, 14.2 combined. In addition, the log structure 10 may include at least logs 11.1,
    11.2 at one end 24.1, 24.2 a locking joint, and more particularly, a pair of form-fitting connecting members 25.1, 25.2 a log 11.1,
    11.2 also for interconnecting their terminals 24.1, 24.2. In the embodiment shown, the binding takes place at both ends, i.e. at the top and bottom of the logs 11.
    The pair of form-fitting connecting members 25.1, 25.2 for binding the logs 11.1, 11.2 to their ends 24.1, 24.2 can be implemented with a similar locking principle as the connection between the two logs 11.1, 11.2 on opposite sides 14.1, 14.2. Then the logs 11.1,
    11.2 at end 24.1, 24.2 have similar designs as the sides
    14.1, 14.2. In addition, the logs 11.1, 11.2 in the interlocking joining beam, upper and lower runners, 26 have a form-lock locking joint 32 which can be threaded into the moldings of the ends 24.1, 24.2, again with possible seals.
    Figure 7 shows an example of a corner in more detail in sectional view of the element structure 10 shown in Figure 1. The seal 13 and the sealing elements 17 used therein are also well visible. Now the locking connections 12 are formed on the adjacent sides of the corner log 11.3. One of the sides of the corner member 11.3 may have a pair of connecting members and the other side of the corner member 11.3 may have rails thereof. The sealing element 17 can only be attached to one of the sides of the corner log 11.3. The sealing element 17 on the other side is secured to the wall 11.2.
    Figures 8a-8c show some alternative ways of implementing the locking joint 12 of the logs 11 according to the invention by two or more pairs of form-fitting connecting members 15.1,
    15.2 for forming the log structure 10. In the previously described embodiment, the locking joint 12 is formed by a form-fitting
    20175842 prh 22 -09- 2017 Coupling Element Pairs 15.1, 15.2, 25.1, 25.2 have been symmetric salmon tail connections. By this symmetric is meant that the salmon tail cut is intact on both sides of the center line passing through the groove 22 and the rail 23. Hereby, the third pair of deformable joint members 15.3 formed between them, the groove and the track of which are formed on opposite sides of the logs than two parallel and one side pairs of joint members 15.1, 15.2, also automatically have a salmon tail pattern.
    Figure 8a shows an embodiment in which the third pair of connecting members is completely missing. Here the tails of the salmon are perfect, but in the opposite direction. Fig. 8b also shows two pairs of parallel connecting members 15.1, 15.2 with grooves and rails on the same side of the logs. Between the parallel pairs of connecting members 15.1, 15.2 there is formed a quadrilateral groove extending to the salmon tail rail side log 11.2, to which the quadrilateral rail of the salmon tail track side 11.1 fits. In the embodiment of Fig. 8c, the salmon tail pairs of parallel li20 pairs 15.1, 15.2 are one-sided. Thereby a quadrilateral groove and a rail are left between them. Salmon tail joints, grooves and rails, can be machined into logs, for example, by a woodworking machine. Although the figures show a small gap in the joints in order to improve the clarity of the invention, in reality the joint is very tight and, for example, the clearances of the groove 22 and the rail 23 are very small but still allow structural components 11.1,
    11.2 Threading together pairs of non-deformable connecting members 15.1 -
    15.3.
    There are several ways of sealing the logs 11.1, 11.2. As another example, a PP-Termo sealing strip may be mentioned. Depending on the charge, the gap can also be glued.
    20175842 prh 22 -09- 2017
    The invention relates to a log structure 10, such as a wall, but also to a building 100. The building includes walls 101, floor 102 and ceiling 103. At least one of the walls 101 of building 100 is formed by a log structure 10, 10 'according to the invention. The walls 101 can be formed into a closed frame, which also forms the supporting body of the building 100.
    The invention further relates to a method for moving and constructing a building 100 from prefabricated structures 10, 10 '.
    In the method, the building 100 is delivered to the building site as elementary structures 10, 10 '. The building 100 is assembled at the construction site from the prefabricated structures 10, 10 'which are interconnected at the construction site. The method employs the prefabricated panel structure 10, 10 'described above to form a part of the building 100, such as wall 101. The prefabricated structures 10, 10 'are arranged in their size to accommodate the transport means 121 to permit efficient transport of the prefabricated structures 10, 10' to the site and / or to effectively assemble the section 101 of the building 100 or 20.
    Thus, with the invention, for example, the wall 101 of the building 100 is assembled from the prefabricated element structures 10, 10 ', i.e. the wall 101 is delivered to the site in parts. The sections 25 are joined together to form a section of the building 100, such as a wall 101. In this way, the wall 101 can be adapted to fit the conveying means 121 along the length of the invention, while optimizing the work steps required to assemble the building. Thus, it is possible to minimize the number of connecting parts 10, 10 '. This saves time when building 100, if multiple joints are not required. In the exemplary embodiment shown, the wall 101 is conveyed to the building site in two parts formed by the element structures 10 and 10 '.
    20175842 prh 22 -09- 2017
    With the invention, wall 101 can be made industrially prefabricated at the factory and then brought to the site, either as parts 10, 10 'of wall 101, or even as a complete wall 101, if permitted by, for example, conveying means 121. The joints will install 5 in the same way in both embodiments because the pieces
    10, 10 'are lowered vertically at each joint. For example, the end wall of a two-story log building may be 7 meters high from a ridge. In this case, the prefabricated structures 10, 10 'can be assembled at the factory and the doors and windows mounted there. Depending on the transport equipment, the width of the element structures 10, 10 'can be adjusted to suit particularly long elements. Thus, the prefabricated structure 10, 10 'according to the invention enables them to be manufactured industrially at the factory and transported to the construction site as prefabricated prefabricated structures 10,
    10 '.
    The elemental structure 10 can be assembled with logs first
    11.1, 11.2 are threaded to each other in their horizontal position, and then the lower and upper edges of the structure are bonded to each other using the same form-fitting pattern as the logs were joined to each other. After installing the upper and lower runners, for example, they are screwed onto the vertical logs. This prevents the vertical logs from moving sideways, i.e. the structure is very permanent. The element structure according to the invention may be, for example, 270 mm thick. Thanks to the invention, the use of multiple adhesive pairs of connecting members in the structure and its assembly can be minimized.
    权利要求:
    Claims (12)
    [1]
    An element structure comprising a plurality of structural components (11, 11.1, 11.2) connected to one another by a locking joint (12) arranged to form a major portion of the structural components (11, 11.1, 11.2) facing each other, (14, 14.1, 14.2), characterized in that at least a part of the locking joints (12) between the structural components (11, 11.1, 11.2) is arranged to be formed by two 10 or more pairs of form-fitting connecting members (15.1, 15.2).
    [2]
    Element construction according to Claim 1, characterized in that the pair of deformable joint members (15.1, 15.2) is adapted to form a first structural component (11,
    11.1) a rail (23) fitted to the groove (22) and a rail (23) which is adapted to the other structural component (11, 11.2) and which can be fitted to the groove (22).
    20
    [3]
    Element construction according to Claim 2, characterized in that the grooves (22) of the two pairs of out-of-pocket joints (15.1, 15.2) are disposed in the first structural component (11, 11.1) and the rails (23) in the second structural component (11, 11.2). .
    [4]
    4. An element structure according to claim 2 or 3, characterized in that the locking joint (12) further comprises a third pair of preferably deformable connecting members (15.3) arranged to form a major part of the opposite sides (14, 14.1, 14.2) of the structural components (11.1, 11.2) and between the grooves (22) and the rails (23).
    [5]
    Element construction according to one of Claims 1 to 4, characterized in that the structural components (11, 11.1, 11.2) include a major part of the structural components (11, 11.1, 11.2).
    20175842 prh 22 -09-2017 a sealing (13) arranged against at least one side of the locking joint (12) against the flanks (14, 14.1, 14.2).
    [6]
    Element structure according to claim 5, characterized
    5, in that the structural components (11, 11.1, 11.2) are provided with a seat (16) on opposite sides (14, 14.1, 14.2) for the sealing element (17) included in the seal (13).
    [7]
    Element structure according to claim 6, characterized in that the sealing element (17) is arranged to form an air space (18) between the structural components (11, 11.1, 11.2).
    Element structure according to claim 6 or 7, characterized in that the sealing element (17) comprises
    - a hollow part (19) arranged between the structural components (11, 11.1, 11.2) to form an air space (18),
    - a fastening part (20) fitted to the hollow part (19), which is
    20 mounted on a location (16) arranged on the structural component (11, 11.1, 11.2) to hold the sealing element (17) in place, for example, when assembling the elemental structure (10, 10 ').
    Element structure according to one of Claims 6 to 8, characterized in that the seat (16) for the sealing element (17) belonging to the sealing (13) comprises adjacent sides of the two structural components (11, 11.1, 11.2) facing each other. (14, 14.1, 14.2) fitted recesses
    30 (21).
    Element structure according to one of Claims 5 to 9, characterized in that between the structural components (11, 11.1, 11.2) there are two arranged on the opposite sides (14.1, 14.2) of the structural components (11, 11.1, 11.2).
    20175842 prh 22 -09-2017 seal (13) with locking joint (12) fitted between them.
    [8]
    The element structure according to any one of claims 6 to 10
    5, characterized in that the sealing element (17) is made of an elastic material such as rubber.
    [9]
    An element structure according to any one of claims 1 to 11, characterized in that the structural components (11, 11.1, 11.2)
    The material 10 is wood, preferably solid wood, and is further preferably glued to one another by means of a locking joint (12).
    [10]
    The element construction according to any one of claims 1 to 12
    15, characterized in that the element structure (10, 10 ') further comprises at least one end (24.1, 24.2) of the structural components (11, 11.1, 11.2), a pair of deformable connecting members (25.1, 25.2) for interconnecting the structural components (11, 11.1, 11.2). end (24.1, 24.2) connection.
    [11]
    Building comprising walls (101), floor (102) and ceiling (103), characterized in that at least one of the walls (101) of the building (100) is formed by an element structure (10, 10) according to any one of claims 1 to 13. ').
    [12]
    A method of transporting and constructing a building from prefabricated structures, wherein the building (100) is conveyed to the site as prefabricated structures (10, 10 '),
    30 - assembled at the construction site of prefabricated structures (10,
    10 '), which are connected at the building site, characterized in that:
    - the method uses any one of claims 1 to
    13, to form part of a building (100), such as a wall (101),
    - the prefabricated structures (10, 10 ') are sized to accommodate the transport means (121) to effectively transport the prefabricated structures (10, 10') to the site and / or to effectively assemble the building (100).
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    同族专利:
    公开号 | 公开日
    FI128722B|2020-11-13|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    法律状态:
    2020-08-27| PC| Transfer of assignment of patent|Owner name: MSL NISKAKANGAS ARK OY |
    2020-11-13| FG| Patent granted|Ref document number: 128722 Country of ref document: FI Kind code of ref document: B |
    优先权:
    申请号 | 申请日 | 专利标题
    FI20175842A|FI128722B|2017-09-22|2017-09-22|Element construction, and method of tranporting a building and of building it from element constructions|FI20175842A| FI128722B|2017-09-22|2017-09-22|Element construction, and method of tranporting a building and of building it from element constructions|
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