System for constructing a building

专利摘要:
A system for constructing a building (11) is arranged on a foundation (12) comprising a foot strap (13), a roof strap (14) and vertical posts (15) between the foot strap (13) and the roof strap. (14), horizontal beams (16) and a roof structure (18). The foot strap (13) and the roof strap (14) comprise a first rail profile (1) for a front wall (20) and a first rail profile (1) for a rear wall (21) in a wall structure (8) as well as a between these first rail profile (1). is provided with a spacer element, said first rail profile (1) comprising an angular profile (37), with a horizontal flange (26) in use and a vertical flange (25) in use, wherein the horizontal flange (26) has a predefined distance between them. provided first flaps (24) which are folded so that they are disposed at an angle to the horizontal flange (26), each comprising a hole (27). The roof belt (14) can act as a belt in a floor separation or a belt to support the roof structure (18). Each post (15) comprises a second rail profile (23) disposed between the first rail profiles (1) in the front wall (20) or behind the wall (21) at position next to the first tabs (24), which second rail profile (23). ) comprises two opposing flanges (29, 30) arranged in parallel planes, interconnected by a central flange (31), where at each end of the second rail profile's central flange (31) a different tab is provided. (28), which is resilient to the central flange (31), and each adapted for resilient engagement with the hole 20 (27) in the first tab (24). Each horizontal beam (16) comprises a third rail profile (6) comprising two opposing flanges (29, 30) arranged in parallel planes and interconnected by a central flange (31), the first of the opposing flanges (29, 30) are arranged for mounting on the posts (15, 23) and the other of the opposite flanges (29, 30) is arranged for mounting of inner lining or providing lining of
公开号:DK201470705A1
申请号:DKP201470705
申请日:2014-11-14
公开日:2016-04-11
发明作者:Bjarne Laursen
申请人:Supply Holding Aps；
IPC主号:

专利说明:

System for the Construction of a Building Field of the Invention
BACKGROUND OF THE INVENTION The present invention relates to a system for the construction of a building which is erected on a foundation comprising a foot strap, a roof strap and vertical posts between the foot strap and the roof strap, horizontal beams and a roof structure.
BACKGROUND OF THE INVENTION
A building is usually erected by molding an insulated foundation, and subsequently exterior walls, interior walls, and the roof structure of the building are placed so that it is at least supported by the exterior walls.
The outer walls usually include a form wall and a back wall. The wall is the exterior of the building and forms the building's climate screen, and the back wall is positioned against the interior of the building. Between the wall and the back wall there is a space filled with insulating material. The terms wall and back wall are not to be construed as necessarily walled, since the front walls and back walls may also be made of the usual materials used as interior and exterior walls of buildings, such as wood paneling, wood-based panels, for such as plywood, so-called OSD boards chipboard, MDF boards and similar boards, gas concrete, concrete, brick, plasterboard, etc.
The mold and / or back wall may be supportive for floor decks and / or roof construction, or the exterior walls may comprise a supporting skeleton of posts of concrete, reinforced concrete, wood, metal, including steel or light metal, such as aluminum or the like. The supporting skeleton will be lined with a facade material of the prior art which constitutes the cladding of the outer wall, and an inner wall, for example in the form of a plasterboard cladding or similar materials normally used as interior wall cladding in a building.
The traditional construction methods are time consuming and require the use of craftsmen with great professional competence. There is a risk that the various elements used in the construction of the building do not fit together properly, and there is thus a risk of costly adjustments and the risk of leaks where water penetration can occur.
From EP 0321183 A1 it is known to manufacture the supporting structure of a building of composite steel profiles. But such a construction is economically disadvantageous.
Thus, for many years there has been a desire to rationalize the construction process to avoid these risks and at the same time work on a more modular system in the building to rationalize the construction process and thereby save costs. At the same time, there is a desire to be able to use several items that are prefabricated and that are easy to assemble.
The object of the invention
It is the object of the invention to provide a system which satisfies these desires.
Description of the Invention
This is achieved according to the present invention with a system of the type mentioned in the introduction, which is characterized in that - the foot strap and the roof strap comprise a first rail profile for a front wall and a first rail profile for a rear wall in a wall structure and a spacer arranged between these first rail profiles said first rail profile comprising an angular profile having an in-use horizontal flange and an in-use vertical flange, wherein in the horizontal flange with predefined spacing, first flaps are provided which are folded so that they are positioned at an angle to the horizontal flange, each of which includes a hole, - the roof strap can act as a belt in a floor separation or a belt to support the roof structure, - each post comprises a different rail profile which is arranged between the first rail profiles in the front wall or the rear wall at a position next to the the first tabs, which second rail profile comprises two opposing flanges, which are applied in parallel planes, which are interconnected by a central flange, at which is provided at each end of the second rail profile's flange a different tab which is resilient to the central flange and each adapted for resilient engagement. in the hole in the first tab, - each horizontal beam comprises a third rail profile, which comprises two opposing flanges arranged in parallel planes and interconnected by a central flange, the first of the opposing flanges being arranged for mounting on the posts and the other of the opposing flanges are arranged for mounting the inner lining or the outer lining of the front wall and the rear wall respectively, and - the roof structure comprises a lattice beam formed of two opposing fourth rail profiles, between which fifth rail profiles are mounted for forming the g . Thus, with the invention, it is possible to use prefabricated rail profiles. Such rail profiles may be made of metal profiles. The metal profiles are preferably a combination of steel profiles and aluminum profiles.
The profiles are made in advance and in well-defined lengths, depending on the size of the building to be manufactured. Long profiles may be composed of several profile units, for example, to form a sufficient length of foot strap and roof strap.
Since the rail profiles can be formed in advance, it is also possible to package these in sets containing the number and combination of rail profiles to be used for a current building.
With the system according to the invention, a guarantee of correct assembly is obtained without the need for separate craftsmanship.
Since the rail profiles are provided with connecting means which are used for linking rail profiles, a predefined positioning of the connecting means will ensure that a proper connection of the rail profiles is also interconnected.
Thus, vertical posts placed between a foot strap and roof strap will be positioned and secured in connection with tabs on the foot strap and roof strap. Hereby the position of the posts is determined and the distance between the foot strap and the roof strap will also be determined from the length of the posts.
As the posts are provided with a resilient tab which can engage the hole in the first tab of the foot strap and the roof strap, a very quick and simple assembly of these elements will be achieved.
The interconnecting elements are generally intended for temporary retention of the elements during assembly and will therefore be supplemented by a joint or other fixed interconnection of the elements of the finished building.
Thus, it is common for the resilient engagement between a tab and hole to be combined with a seam or other form of attachment. However, in several collections, there may be no need to supplement with the fixed interconnection. Thus, the structure can be very fast, and the interconnections between rail profiles will have a strength which is defined in advance from the design of the resilient tabs.
When a structure is constructed with a foot strap and roof strap and interposed posts, horizontal beams in the form of the third rail profile can be placed outside on the vertical posts. These third rail profiles can be used on the inside as well as on the outside of the housing to mount interior or exterior cladding. Thus, a building according to the invention will be constructed with front wall and rear wall. Insulation can be placed in the space between the front wall and the back wall, as well as wiring and cables for installation in the building.
The roof structure can be a saddle roof or a flat roof. It can also be a flat roof with one-sided slope. For the roof structure, a lattice beam is also used, which is also formed of rail profiles. To assemble the rail profiles, fifth rail profiles are provided which are assembled around the grid beam.
In the case of a saddle roof, this principle can be used when assembling the lattice beams at the top of the roof structure. Here, opposing rail profiles will be used, which are mounted together around the lattice beams from each side of the roof structure.
The fifth rail profiles can be said to work on the same principle as nail brackets or book supports.
A ratchet foot may be formed of a curved plate mounted on the roof strap and also attached to the lattice beams. The locking foot may also be formed of two opposing rail profiles.
In the case of a saddle roof, a similar principle can be used when assembling the lattice beams at the top of the roof structure. Here, opposite rail profiles will also be used, which are mounted together around the lattice beams from each side of the roof structure.
The rail profiles used for assembly around the lattice beams can be assembled by seaming, riveting or otherwise. Likewise, these rail profiles for assembly around the lattice beams may be assembled by the use of resilient lugs which cooperate with holes corresponding to the connecting means used between the foot strap and the roof strap as well as the posts.
The horizontal beams mounted on the vertical posts may be mounted in predefined positions, the vertical posts being provided with predetermined interconnecting means adapted to cooperate with corresponding connecting members on the vertical posts. horizontal beams.
Thus, a very uniform positioning of the horizontal beams can be achieved and thus also the facade or interior cladding, which is subsequently mounted.
According to a further embodiment, the system according to the invention is characterized in that the posts in the front wall and the back wall are arranged relative to each other and that the posts are preferably mounted in each of the first tabs in the first rail profiles.
With this embodiment, cold bridges are removed in the wall structure. Because there are gaps between the front wall and the back wall, and posts that are in the gap between the front wall and the back wall are facing each other, the risk of cold bridges is reduced.
It is preferred that the foot strap and roof strap be made identical. Thereby, there is provided first tab, which has a distance corresponding to the distance between two subsequent chairs, which are in the front wall and the rear wall respectively. Thus, the posts alone will need to be placed in each of the first tabs.
Alternatively, a longer distance may be provided between the tabs corresponding to the distance between the posts in the front wall and the distance between the posts in the back wall. This merely ensures that the foot strap and the roof strap are positioned in such a way that the first tabs in the rail profile for the front wall are maintained relative to the tabs in the first rail profile for the rear wall.
According to a further embodiment, the system according to the invention is characterized in that the first tab is formed of a punched portion of the horizontal flange and that the first tab is connected to the horizontal flange along a bending line and is bent to a position perpendicular to the horizontal. flange. By forming the tab as a punched portion of the horizontal flange, a particularly convenient manufacture is obtained. There is thus a material saving and at the same time the need for loose tabs is avoided, which must be connected to the first rail profile. The first tab is bent about a bending line in the horizontal flange so that it is perpendicular to the horizontal flange. Hereby, the tab will face down depending on whether the first rail profile is used for the foot strap or for the roof strap.
According to a further embodiment, the system according to the invention is characterized in that the hole in the first tab is a rectangular hole. By having the hole rectangular, a secure engagement is obtained with a tab which also has a rectangular shape. In this way, positioning in the lateral direction is achieved by dimensioning the tab so that it has a width that fits into the width of the rectangular hole.
According to a further embodiment, the system according to the invention is characterized in that the second tab in the second rail profile is S-shaped and arranged to engage the hole in a first tab. With an S-shape on the first tab, a resilient effect is obtained in a particularly simple manner. When the S-shape is partially bent out of the plane from the flange, it will be able to bend to such a position as to establish a greater or less spring force and thus secure engagement.
According to a further embodiment, the system according to the invention is characterized in that the second tab is formed of a punched part of the central flange of the second rail profile and that the second tab is connected to the central flange along a bending line and is bent to an outside position on the the central flange. In the second profile, the most important factor is that two opposing flanges are placed. Thus, the profile may have different profile shapes, the flange element connecting the two different flanges being centrally, at an angle or at one side.
According to a further embodiment, the system according to the invention is characterized in that the second profile is a U-, H- or Z-shaped profile. It is only important that two opposing flanges be established.
According to a further embodiment, the system according to the invention is characterized in that the lattice beam is mounted to the roof belt via a locking foot comprising two opposing fifth rail profiles. In the roof construction, the above barrel foot is used to attach the lattice beam to the roof strap. Using two opposing fifth rail profiles, the locking foot may also be manufactured in advance.
The locking foot may be assembled around the lattice beam in advance or assembled on site, whichever is most appropriate. By assembling the two opposing rail profiles of the rafter around the grid beam on site, there is a less space requirement for transporting the grid beams compared to grid beams which are already pre-assembled to form the roof profile.
In a saddle roof, at the top, where two lattice beams abut each other, opposite rail profiles are also used for the interconnection of the two lattice beams.
According to a further embodiment, the system according to the invention is characterized in that the two opposing flanges in the second rail profile comprise at predefined mutually provided connecting means for cooperating with corresponding connecting means on the third rail profile.
Since the second rail profile used for the posts is provided with connecting means having a predefined spacing, it is possible to position the horizontal beams with the distance corresponding to the spacing between the connecting members or alternatively by placing the horizontal beams between each other or third connecting member in a vertical post.
This ensures proper mounting of the horizontal beams. The connecting means used between the horizontal beams and the vertical posts may be of the type described in the pending patent application and filed by the same inventor as the present invention.
The third rail profile used for the horizontal beams is provided at the exterior facing away from the wall structure with connecting means to which cladding elements for exterior or interior facade can be mounted.
According to a further embodiment, the system according to the invention is characterized in that a first angle bracket is fixed to posts for fixing horizontal frame profiles for mounting windows and doors in the wall structure, the first angle bracket comprising coupling means which cooperate with corresponding coupling means at the end of it. horizontal frame profile.
As windows and doors will often require special frames, it is advantageous to have angular brackets on the posts. For this, horizontal frame profiles can be attached, which are used at the top or bottom of a window or door. This first angular bracket has coupling means which cooperate with corresponding coupling means at the end of the horizontal frame profile.
It is preferred that the horizontal frame profiles be identical to the second rail profile. Thus, the profiles may be provided with holes corresponding to the holes in the second tab of the second rail profile. Hereby, the first angular bracket will advantageously be provided with resilient lugs which are intended for engagement in the holes of the horizontal frame profiles.
An inverted construction where the tabs are part of the horizontal frame profiles and the holes provided on the angle brackets is also possible.
Although it is easy for the resilient lugs to be placed on a central flange, it will also be possible to place the resilient lugs on two side flanges in a U-shaped profile. Thus, an interconnection can be obtained where there is greater strength, since more tabs can be used for the interconnection of rail profiles, whether the first, second or third rail profile.
According to a further embodiment, the system according to the invention is characterized in that between two horizontal frame profiles there is mounted at least one vertical frame profile for mounting windows and doors having less width than the distance between two posts in the wall structure and that on a horizontal frame profile there is mounted another angular bracket for securing the vertical frame profile, the second angular bracket comprising coupling means which cooperate with corresponding coupling means at the end of the vertical frame profile.
In order to be able to mount windows or doors having a smaller width than the distance between two subsequent posts in the wall structure, at least one vertical frame profile is arranged between two superimposed horizontal frame profiles.
Alternatively, a vertical frame profile may also be located between a horizontal frame profile and a foot strap or a roof strap. This depends on where the building opening is located. A second angle bracket is mounted on the second frame profile to which the vertical frame profile can be attached. Preferably, the second angle bracket will be of a C shape or hook shape so that it can be pivoted over the horizontal frame profiles and displaced along them. This makes it possible to adjust the size of the wall opening formed in the wall structure. The second angular bracket comprises coupling means which cooperate with corresponding coupling means in the vertical frame profiles.
According to a further embodiment, the system according to the invention is characterized in that the second angular bracket is U-shaped to be pivoted over the horizontal frame profile and can be displaced along it to a desired position for the vertical frame profile, and comprising a third tab which is folded so that it is positioned at an angle to the horizontal frame profile and comprising the coupling means.
As mentioned, the displacement will allow for a more flexible size of the building opening which can be formed in the wall structure.
If the slidable horizontal frame profile is formed with a flap which is folded so that it is positioned at an angle to the horizontal frame profile and at the same time comprises coupling means in the form of a hole, then the joint between the horizontal frame profiles and the vertical frame profiles will likewise could be established using the resilient tab already mentioned in connection with the other rail profiles.
Thus, with a system according to the invention, it is possible to establish a very simple system where the interconnection of different elements can be effected using similar or completely identical elements.
It is also possible that both vertical and horizontal frame profiles may be identical and that these vertical and horizontal frame profiles may be identical to the dividing profiles used for stopers and / or for the wall and foot straps of the wall structure.
Thus, it will be very simple to manufacture the rail profiles for the building structure.
It is preferred that rail profiles for foot straps and roof straps are made of steel profiles.
In the system according to the invention, it is possible to place mounting profiles which are prefabricated and used for mounting, for example, sockets between the horizontal beams. Such socket profiles may be made with punched holes and provided with profiles which provide connecting means in the form of tabs which can be bent around the flanges of the horizontal beams, so that tools can also be avoided here when mounting the socket profiles.
With the construction of the roof structure, a sixth rail profile can be used, which is used to form cross struts / laths.
By producing such sixth rail profiles with mutually well-defined openings in which the lattice beams can be accommodated, these rafters / cross-braces can be used to ensure proper positioning of the lattice beams of the roof structure.
It is noted that the lattice beams may be mounted in a locking foot in such a way that they are extended beyond the locking foot, thereby forming an overhang for the building. At the outer end of the opposite fourth rail profiles of the lattice beams, there will be provided a connection profile which allows mounting of different facade elements, voice boards and the like on the hanging.
It should be noted that the lattice beams used in the roof construction can also be used as a floor construction. Thus, lattice beams may be placed under a floor in the building construction, thereby forming spaces for drains for sewers and the like.
The floor construction may be provided by placing lattice beams within the foundation blocks on which the foot strap is placed. The construction can be made so that a crawler basement is established under the lattice beams or in such a way that the lattice beams are laid on a molded foundation.
Character description
The invention will be explained in more detail below with reference to the accompanying drawing, in which
FIG. Figure 1 shows a basic structure of a building using a system according to the present invention;
FIG. 2 shows a detail of the structure of the base and a foot strap in the embodiment of FIG. 1,
FIG. 3 is an enlarged view of the embodiment of FIG. 2
FIG. 4 shows a principle with a wall with a front wall and a rear wall mounted on the foot strap,
FIG. 5 shows a detail of mounting a post on a foot strap or a roof strap,
FIG. 6 shows an enlarged view, partly in section, of the one shown in FIG. 5,
FIG. 7 shows a principle for mounting of interior lining to a wall structure,
FIG. 8 shows a detail of the structure of the inner wall covering,
FIG. 9 shows a detail of mounting the socket profile in an inner wall,
FIG. 10 is an enlarged view of the embodiment of FIG. 9 socket profile,
FIG. 11 shows a detail of mounting the socket profile shown in FIG. 9 and 10,
FIG. 12 shows a principle for forming an opening for mounting windows in the wall structure constructed with a system according to the invention,
FIG. 13 shows details of the embodiment of FIG. 12,
FIG. 14 and 15 show further details of mounting the frame profiles shown in FIG. 12 and 13,
FIG. 16 is a view of a locking foot used for mounting a lattice beam on the roof strap,
FIG. 17 and 18 show details of mounting two lattice beams to each other in a saddle roof structure,
FIG. 19 shows how the lattice beams of the roof structure are interconnected with a sixth rail profile,
FIG. 20 shows the sixth rail profile as used in FIG. 19
FIG. 21 shows the end of a lattice beam at a roof overhang,
FIG. 22 shows another embodiment of a one-sided roof pitch building in which a system according to the invention has been used; and FIG. 23-25 show various rail profiles which are part of a system according to the invention.
DETAILED DESCRIPTION OF THE INVENTION In the following, the invention is described in more detail with reference to various figures in which identical or similar elements have been given the same reference numerals. Thus, not all structural elements will be explained in detail in connection with each figure.
FIG. 1 shows a building 11 which is arranged on a foundation 12. The building comprises a foot strap 13, a roof strap 14, vertical posts 15 located between the foot strap 13 and the roof strap 14. The building further comprises horizontal beams 16. These elements are used for manufacturing of the building wall structure 17. The building further comprises a roof structure 18.
Furthermore, a window opening 19 is defined in the building shown.
In FIG. 2 and 3 there is a more detailed figure of the structure of the foundation 12. The base consists of foundation blocks 4. These are preferably provided with an EPS core. An insulation 3 is placed between outer and inner foundation blocks 4, which is preferably EPS (flamingo).
Above the base is a moisture barrier 2. This is preferably EPDM rubber membrane. It preferably has a thickness of 5 mm.
This moisture barrier can be used to level up any unevenness of the top strap 13.
The foot strap 13 comprises a rail profile 1 provided in the form of an L-shaped steel profile. A first rail profile 1 is provided at a front wall 20 and a rear wall 21.
Between the first two rail profiles 1, a spacer profile 22 is provided. The spacer profile 22 ensures the correct mutual positioning of the first two rail profiles 1 so as to achieve a well-defined thickness of the wall structure.
As seen in FIG. 2 and 3, the back wall 21 is provided with an outer cladding 5. The outer cladding 5 can be selected from slate, painted aluminum, facade stone, eternite and other facade cladding as desired.
In the embodiment shown, a power board 7 has been used as outer covering.
The outer covering is mounted on a third rail profile 6. This rail profile is Z-shaped and preferably made of sea-resistant aluminum. This third rail profile 6 is mounted on vertical posts 15 formed by a second rail profile 23. The second rail profile 23 is arranged between a first rail profile in the foot belt and the roof belt in the rear wall and front wall of the wall structure.
FIG. 4 shows more clearly how the second rail profiles 23 are placed on the first rail profiles. The first rail profiles are provided with tabs 24 spaced at a predefined distance. The first rail profile 1 is formed as an L-shaped profile with a vertical flange 25 and a horizontal flange 26. The flaps are folded along a bending line 47 from the horizontal flange 26. The flaps are used, as will be explained below, for mounting. of the second rail profile.
FIG. 5 and 6 show more clearly how a tab 24 is bent out of the plane of the horizontal flange 26. The tab 24 is provided with a hole 27. The hole 27 serves to receive an elastic resilient tab 28 in the second rail profile 23.
The second rail profile 23 comprises two opposing flanges 29, 30 which are interconnected by a central flange 31 so as to form a U-shaped profile. The tab 28 is punched and extruded from the central flange 31.
The tab 28 has an S-shaped configuration such that a central portion 32 of the tab is resiliently pressed into the hole 27 when the second rail profile 23 is pressed into abutment against the first rail profile 1. This establishes a mutual holding and proper positioning. of the two rail profiles. This interlocking ensures a secure fixing during the installation of the building. Subsequently, the two rail profiles will be permanently attached to each other, for example, by nailing with a gas gun or by riveting or with other suitable permanent connections between the two rail profiles.
FIG. 7 and 8 show mounting of an inner wall. The inner wall comprises a plaster covering 8. In fig. 7, there is also seen a vapor barrier 10 mounted outside an insulation 33 in the space between the front wall and the rear wall. The inner wall is mounted on water-straight beams formed by a third rail profile 6 corresponding to the third rail profile 6 used in the outer wall cladding.
Regardless of the lining of the outer wall or of the inner wall, the third rail profile 6 will be a Z-shaped profile having a flange abutting the second rail profile 23 and a flange on which the outer wall covering or the inner wall covering is mounted.
As seen in FIG. 8, there is a gap 34 between the backside of the drywall 8 and the insulation 33. The gap 34 is intended for conducting cables and pipes. Thus, all guide work can be done on the inner side of the vapor barrier 10, which is mounted on the insulation 33. There is thus no risk of breakthrough of the vapor barrier.
As can be seen from the above, and as seen in particular in FIG. 4, the second rail profiles 23 are positioned in relation to each other in the front wall and the rear wall. This minimizes the risk of cold bridges through the wall construction.
FIG. Figures 9-11 show certain special conditions regarding the mounting of a socket profile 35. The socket profile 35 is mounted between a third rail profile 6 and a first rail profile 1.
The socket profile may be provided with various openings. It is preferred that apertures are closed with 0 63 to suit standard dimensions for junction boxes.
There will be a possibility of mounting a total of three openings over each other between each of the third rail profiles 6, which form the horizontal beams and the first rail profile 1, respectively, which form the foot strap. It is noted that the socket profile 35 can be displaced in the horizontal direction. The socket profile 35 is mounted without the use of tools. At each end, the socket profile has a folded tab 36. As seen in FIG. 11, this tab will be used to engage a slit in the third rail profile 6 and be wrapped around a central portion of this Z-shaped profile.
Hereby the socket profile 35. is fixed after the temporary installation, the socket profile can be stitched or riveted for permanent attachment.
FIG. 12 and 13 show how a window opening 19 or doorway is formed in a building structure. FIG. 14 and 15 show details at the opening of this window.
It will be seen here that on the second rail profile 23 is attached a first angular bracket 37. To this is attached a horizontal frame profile 38. The frame profile is mounted at an angular profile 37 at each end, the angular profile having an elastic resilient tab 28 corresponding to the tab. shown in FIG. 5 and 6. The resilient spring tab 28 cooperates with a hole 39 punched in the horizontal frame profile 38 at the end of this frame profile 38.
Between two horizontal frame profiles 38 there is provided at least one vertical frame profile 40 for defining a window opening or door opening having a width less than the distance between two subsequent other rail profiles 23 constituting the posts of the wall structure.
On the horizontal frame profile 38, as shown in FIG. 15, mounted a second angular bracket 41. This is displaceable longitudinally of the horizontal frame profile 38. The angular bracket has a first flange 42 for engagement with the underside of the frame profile and an intermediate flange portion 43 which engages the side of the frame profile 38 as well as a third flange portion 44, which is intended to abut at the top of a frame profile or the underside of a frame profile, respectively, depending on whether the frame profile is located at the upper or lower end of a vertical frame profile 40. In the third flange portion 44, there is a folded portion 45 in which an aperture 46 is provided. The aperture 46 serves to cooperate with an elastic tab 28 from the vertical frame profile 40. The second angular bracket may be displaced to a desired position depending on the width of the window aperture desired to be established.
The first angular bracket 37 can be displaced in the vertical direction along the second rail profile 23, so that the horizontal frame profile 38 is placed at a desired height.
After the temporary fixing, the elements can be permanently fixed to one another by nailing with a gas gun, riveting or with other permanent attachment.
FIG. 16 shows details of the roof structure 18. As seen in FIG. 1, the roof structure comprises two lattice beams 48. Each lattice beam is formed by two opposing fourth rail profiles 49, between which fifth rail profiles 50 are mounted to form the lattice structure. The lattice beam is mounted on the roof belt 14 by means of a latch 51. The latch 51 is formed by a bent plate profile 52, so that a side flange is formed on each side of the lattice beam 48 and a bottom flange which can be fixed to the roof belt.
FIG. 17 and 18 show the construction of a saddle roof where the two grid beams 48 are mounted by means of two seventh rail profiles 53 mounted on each side of the grid beams. As shown in FIG. 18, the seventh rail profiles are fitted with nailing, with gas gun, riveting or other permanent assembly on the two adjacent grid beams.
The two seventh rail profiles are identical.
FIG. 19 and 20 show a sixth rail profile 54 which is used as a stiffener for the lattice beams 48 in the roof structure. In the sixth rail profile 54, openings 55 with well-defined spacing are provided. In this way, the lattice beams in the roof structure are positioned correctly in relation to each other. Thus, the sixth rail profiles 54 act as rafters / cross struts.
FIG. Fig. 21 shows that the lattice beams are mounted on the locking foot 51 so that they are extended beyond the locking foot. This creates an overhang 56 for the building. At the outer end of the lattice beams 48, a connecting profile 57 is provided. This allows mounting of covering elements such as voice boards or the like on the hanging 56.
FIG. 22 illustrates a building in which the roof construction is made with one-sided slope. Thus, it is seen that the lattice beams 48 are positioned at an angle to the horizontal. Alternatively, the building may be provided with a flat roof, and the lattice beams 48 will then be placed horizontally on top of the roof belt 14.
When a roof structure is placed, a reinforcement profile may be placed at the top of the outer wall. This reinforcement profile may be a C-shaped profile which ensures an upper surface which is flush with the upper side of the inner wall. Such a C-profile 58 is illustrated in FIG. 23. It is seen here that at each end of the C profile are provided two juxtaposed elastic resilient tabs 28 similar to those shown in FIG. 5 and 6.
FIG. 24 shows the fifth profile rail 50 which can be used in the lattice beam. By providing the beam with notches 60 and transverse perforations 61, it is possible to perform a zig-zag bending of the profile rail 50 so that it can be placed inside the opposite profile strips 49 of the lattice beam structure.
FIG. 25 shows the profile rail 1 where tabs 24 are provided with spaced apart.

权利要求:
Claims (12)
[1]
A system for constructing a building (11) mounted on a foundation (12) comprising a foot strap (13), a roof strap (14) and vertical posts (15) between the foot strap (13) and the roof strap ( 14), horizontal beams (16) and a roof structure (18), characterized in that - the foot belt (13) and the roof belt (14) comprise a first rail profile (1) for a front wall (20) and a first rail profile (1) for a rear wall (21) in a wall structure and a spacer element (22) disposed between these first rail profiles (1), said first rail profile (1) comprising an angular profile (37), with a horizontal flange (26) in use and a vertical use (26) flange (25), wherein in the horizontal flange (26) with predefined spacing, first flaps (24) are provided which are folded so that they are positioned at an angle to the horizontal flange (26) and each comprises a hole (27), - the roof belt (14) can act as a belt in a floor separation or belt to support the roof structure (18), - each post (15) comprises a second rail profile (23) disposed between the first rail profiles (1) in the front wall (20) or the rear wall (21) at a position next to the first lugs (24), which second rail profile (23) comprises two opposing flanges (29, 30) arranged in parallel planes, which are interconnected by a central flange (31), wherein at each end of the second rail profile's central flange (31) a different tab ( 28) which is resilient to the central flange (31) and each adapted for resilient engagement with the hole (27) in the first tab (24), - each horizontal beam (16) comprises a third rail profile (6) ) comprising two opposing flanges (29, 30) arranged in parallel planes and interconnected by a central flange (31), the first of the opposing flanges (29, 30) being arranged for mounting on the posts (15) and the other of the opposing flanges (29, 30) are arranged for mounting of the inner lining or outer cladding of the front wall (20) and the rear wall (21), respectively, and - roof structure (18) comprises a lattice beam (48) formed by two opposing fourth rail profiles (49), between which fifth rail profiles (50) are mounted for formation. of the lattice construction.
[2]
System according to claim 1, characterized in that the posts (15, 23) in the front wall (20) and the rear wall (21) are arranged relative to each other and that the posts (15, 23) are preferably mounted in each other of the first tab (24) in the first rail profiles (1).
[3]
System according to claim 1 or 2, characterized in that the first tab (24) is formed by a punched portion of the horizontal flange (26) and the first tab (24) is connected to the horizontal flange (26). along a bending line (47) and bent to a position perpendicular to the horizontal flange (26).
[4]
System according to claim 1, 2 or 3, characterized in that the hole (27) in the first tab (24) is a rectangular hole.
[5]
System according to any one of claims 1-4, characterized in that the second tab (28) in the second rail profile (23) is S-shaped and arranged to engage the hole (27) in a first tab ( 24).
[6]
System according to any one of claims 1-5, characterized in that the second tab (28) is formed by a punched portion of the central flange (31) of the second rail profile and the second tab (28) is connected to it. central flange (31) along a bending line (47) and bent to a position outside the central flange (31).
[7]
System according to any one of claims 1-6, characterized in that the second rail profile (23) is a U-, H- or Z-shaped profile.
[8]
System according to any one of claims 1-7, characterized in that the lattice beam (48) is mounted to the roof strap (14) via a locking foot (51) comprising two opposing fifth rail profiles (50).
[9]
System according to any one of claims 1-8, characterized in that the two opposing flanges (29, 30) in the second rail profile (23) comprise, at predefined, spaced-apart connection means for cooperating with corresponding connecting members on the third rail profile ( 6).
[10]
System according to any one of claims 1-9, characterized in that a first angle bracket (37) is fixed to posts (15, 23) for fixing horizontal frame profiles (38) for mounting windows and doors in the wall structure (8). ), the first angular bracket (37) comprising coupling means (28) cooperating with corresponding coupling means (28) at the end of the horizontal frame profile (38).
[11]
System according to claim 10, characterized in that at least one vertical frame profile (40) is mounted between two horizontal frame profiles (40) for mounting windows and doors having a smaller width than the distance between two posts (15, 23). and that a second angle bracket (41) is mounted on a horizontal frame profile (38) for securing the vertical frame profile (40), the second angle bracket (41) comprising coupling means (28) cooperating with corresponding coupling means (28). ) at the end of the vertical frame profile (40).
[12]
System according to claim 11, characterized in that the second angle bracket (41) is U-shaped to be pivoted over the horizontal frame profile (38) and can be displaced along it to a desired position for the vertical frame profile (40), and comprising a third tab (42) which is folded so that it is disposed at an angle to the horizontal frame profile (38) and comprising the coupling means (28).

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同族专利:

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公开号 | 公开日

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EP3218551A1|2017-09-20|

---

DK201570297A1|2016-05-30|

---

US20170306621A1|2017-10-26|

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EP3051038A3|2016-11-16|

---

EP3051038A2|2016-08-03|

---

DK178478B1|2016-04-11|

---

DK178581B1|2016-07-18|

---

WO2016074686A1|2016-05-19|

引用文献:

---

公开号 | 申请日 | 公开日 | 申请人 | 专利标题

---

GB1468190A|1973-11-30|1977-03-23|Ekert D|Metal frame member|

---

EP0006756A2|1978-06-28|1980-01-09|Jack Slater|Load bearing composite panel|

---

GB2119889A|1982-05-01|1983-11-23|Am And S Europ Limited|Frame member joints|

---

EP0321183A1|1987-12-16|1989-06-21|Alexandros Karytinos|Building frame construction|

---

US5876006A|1997-08-22|1999-03-02|Scafco Corporation|Stud mounting clip|

---

US20060016139A1|2003-04-14|2006-01-26|Beck John R|Wall and floor construction arrangements and methods|

---

US20080250740A1|2006-10-05|2008-10-16|Kenneth Andrew Miller|Structural insulated panels with a rigid foam core and without thermal bridging|

---

US20110146201A1|2009-12-18|2011-06-23|John Louis Vanker|Panelized structural system for building construction|

---

US1915697A|1929-04-29|1933-06-27|Detroit Steel Products Co|Structural member|

---

US3423893A|1966-12-16|1969-01-28|Baxter & Co J H|Wooden stud wall or partition and support therefor|

---

CA1169625A|1983-08-31|1984-06-26|Jack Slater|Panel structure and building structures madetherefrom|

---

DE3430612A1|1984-08-20|1986-02-27|Baierl & Demmelhuber GmbH & Co Akustik & Trockenbau KG, 8121 Pähl|METAL SPACES FROM INDIVIDUAL ELEMENTS FOR BUILDING BUILDINGS|

---

CA2119213A1|1994-03-16|1995-09-17|S. Krissttovvv|Steel building design incorporating thermal break with integral underfloor|

---

GB2332918B|1998-01-05|2002-04-10|Delciana Internat Lmited|Steel structures|

---

AU2822899A|1998-03-23|1999-10-18|Claude Cote|Wall structure|

---

US6745531B1|2000-07-31|2004-06-08|Construction Research & Technology Gmbh|Pressure equalized compartment for exterior insulation and finish system|

---

US20060144009A1|2001-06-20|2006-07-06|Attalla Anthony P|Metal framing member with off site manufactured locking tabs|

---

US20120124927A1|2010-11-19|2012-05-24|Ron Roy Hastings|Foam injected wall panel|

---

CN102477778B|2010-11-25|2014-07-09|欧文斯科宁知识产权资产有限公司|Prefabricated heat-retaining composite plate and assembly, prefabricating method and mould profile thereof as well as template and concrete slab comprising composite plate|

---

FR3002254B1|2013-02-20|2015-12-11|Woodstock Ind|METHOD AND DEVICE FOR INSULATING A BUILDING FROM THE OUTSIDE|

---

US9422713B2|2013-03-06|2016-08-23|Jesse B. Trebil|In-situ fabricated wall framing and insulating system|

---

CN105143569B|2013-04-22|2017-04-26|允仁学|Ecological building and insulation structural body thereof and method for assembling insulation structural body|WO2018116316A1|2016-12-22|2018-06-28|Saint-Gobain Placo|A construction wall|

---

US10995485B1|2018-12-31|2021-05-04|RFW Anchors LLC|Anchor apparatus and method|

---

US10767363B2|2019-05-02|2020-09-08|Alejandro Omar Labala|Bio-climatically adapted zero-energy prefabricated modular building and methods thereof|

法律状态:

优先权:

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申请号 | 申请日 | 专利标题

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DKPA201470705A|DK178478B1|2014-11-14|2014-11-14|System for constructing a building|DKPA201470705A| DK178478B1|2014-11-14|2014-11-14|System for constructing a building|

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DKPA201570297A| DK178581B1|2014-11-14|2015-05-20|Modular system for post-insulating a wall in a building and / or facade renovation|

---

US15/523,474| US20170306621A1|2014-11-14|2015-11-12|An exterior wall and a method for constructing an exterior wall|

---

EP15797251.4A| EP3218551A1|2014-11-14|2015-11-12|An exterior wall and a method for constructing an exterior wall|

---

EP15194336.2A| EP3051038A3|2014-11-14|2015-11-12|An insulating module and a method for post-insulating an existing building by means of one or more insulating modules|

---

PCT/DK2015/050349| WO2016074686A1|2014-11-14|2015-11-12|An exterior wall and a method for constructing an exterior wall|