EP3147428A1 - Shelter - Google Patents
Shelter Download PDFInfo
- Publication number
- EP3147428A1 EP3147428A1 EP16183660.6A EP16183660A EP3147428A1 EP 3147428 A1 EP3147428 A1 EP 3147428A1 EP 16183660 A EP16183660 A EP 16183660A EP 3147428 A1 EP3147428 A1 EP 3147428A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- supporting
- shelter according
- pole
- bolt
- shelter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000008878 coupling Effects 0.000 claims description 12
- 238000010168 coupling process Methods 0.000 claims description 12
- 238000005859 coupling reaction Methods 0.000 claims description 12
- 238000010276 construction Methods 0.000 description 14
- 238000009434 installation Methods 0.000 description 4
- 230000000295 complement effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920000515 polycarbonate Polymers 0.000 description 2
- 239000004417 polycarbonate Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000000470 constituent Substances 0.000 description 1
- 229910000366 copper(II) sulfate Inorganic materials 0.000 description 1
- JZCCFEFSEZPSOG-UHFFFAOYSA-L copper(II) sulfate pentahydrate Chemical compound O.O.O.O.O.[Cu+2].[O-]S([O-])(=O)=O JZCCFEFSEZPSOG-UHFFFAOYSA-L 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/02—Small garages, e.g. for one or two cars
- E04H6/025—Small garages, e.g. for one or two cars in the form of an overhead canopy, e.g. carports
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5837—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form
- E04B1/585—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially circular form with separate connection devices
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
- E04D13/04—Roof drainage; Drainage fittings in flat roofs, balconies or the like
- E04D13/064—Gutters
- E04D13/072—Hanging means
- E04D13/0722—Hanging means extending mainly under the gutter
Definitions
- the present invention relates to a shelter, more particularly a shelter that can be used as a carport for the parking of cars, bicycles or similar sheltered from the rain, but also as a shelter for a porch, as a covering for a terrace or balcony and similar for example.
- the shelter according to the invention can also be used as a pergola or as a basic structure of a veranda or similar.
- the known carports are constructed of beams or profiles that are sawn to size during the construction thereof, and which during the installation and construction of the carport must be connected together using nut and bolt joints or using welded joints.
- the disadvantage of the aforementioned known carports is that the construction requires a lot of tailor-made work and that a large proportion of the work has to be done on site: the beams that are used can be sawn beforehand in the workshop but the provision of bolt holes for the nut and bolt joints or the application of welded joints must always be done on site.
- a shelter is already known consisting of poles on which supporting beams are provided to support a roofing sheet, whereby the ends of the supporting beams cooperate with ball elements that are provided on the poles.
- Such a shelter has the advantage that the supporting beams can cooperate with the ball elements along different orientations, while at the same time the supporting beams can always be sawn off perpendicular to the axis, irrespective of the distance or the level difference between the ball elements on the poles.
- the ball elements are generally applicable to different sizes of shelter, whereby the span is determined by the length of the supporting beams.
- a disadvantage is that the orientation of the supporting beams with respect to the poles can be varied in two directions, such that a crooked installation is possible, such that the stability is negatively affected and the entire construction of the shelter will be crooked.
- a professional, secure and thus time-consuming installation and construction by trained specialists will be required, otherwise multiple corrections of the position of the supporting beams will be required in most cases.
- a bolt is provided in the ball element that is hingeably connected to the ball element whereby the hinge point is located in the centre point of the ball element.
- the bolt is used to connect the ball element to the supporting beams and other structural elements at different angular displacements.
- the purpose of the present invention is to provide a solution to a least one of the aforementioned and other disadvantages.
- the subject of the present invention is a shelter, such as a shelter for a car, porch or terrace or similar, that is essentially constructed of poles and/or supporting elements on which supporting beams are provided on which a roofing sheet is provided, whereby the ends of the supporting beams can cooperate with the poles and/or supporting elements or similar, whereby an end of a pole and/or supporting element is provided with at least one groove that is located in a plane that extends along the longitudinal direction of the pole and that a supporting beam is provided with at least one lip-shaped protrusion cooperating therewith that fits slideably in the groove, so that the angle between a pole and/or supporting element on the one hand and a supporting beam on the other hand can be changed by sliding the lip-shaped protrusion in the groove.
- An advantage of such a shelter is that the supporting beams can cooperate with the poles and/or supporting elements in different orientations.
- the principle is generally applicable for different sizes of shelters or carports.
- the span is determined by the length of the supporting beams.
- the supporting beam can only be oriented in one plane with respect to the pole, so that the right position of the supporting beam is always obtained.
- the aforementioned supporting element is an alternative to the pole if the shelter is placed against an adjoining construction for example, such as a wall, facade or similar, such a supporting element can be fastened against the adjoining construction instead of placing a pole next to the facade.
- the groove and the lip-shaped protrusion can be realised in different ways.
- the groove can have a circular segment shape whereby the lip-shaped protrusion has a complementary shape.
- An advantage of this is that the protrusion will always have a large contact area with the groove, the same at whatever angle the supporting beam is placed to the pole. This will ensure a good distribution of the forces and a good connection between the pole and the supporting beam and this irrespective of the orientation of the supporting beam.
- the supporting beams are provided with a connecting piece at their end, whereby this connecting piece is provided with at least one lip-shaped protrusion.
- the advantage of this is that the supporting beams can always be sawn off perpendicular to the axis, irrespective of the distance or level difference between the poles or supports.
- the connecting piece can then be placed on the supporting beam that has been sawn off perpendicularly, whereby the lip-shaped protrusion on the connecting piece has the appropriate orientation to be able to cooperate with the groove.
- coupling elements are provided on the poles and/or supporting elements, in which the aforementioned at least one groove is made, whereby the ends of the supporting beams can cooperate with the aforementioned elements.
- These coupling elements are preferably ball elements that will enable the aforementioned groove to be constructed as a circular segment shape.
- a bolt is hingeably connected to a pole and/or supporting element or a ball element, whereby the bolt is hingeably fastened to a shaft that is provided in the pole and/or supporting element concerned or the ball element concerned and whereby the bolt grips on the shaft at two points.
- connection of the pole and/or supporting element or the ball element can be made to other structural elements at different angular displacements, and if applicable with only one nut and bolt joint.
- the bolt is provided at its free end with a hook-shaped element, whereby this hook-shaped element can grip in an opening provided to this end in a supporting beam or which can grip on an edge or similar provided to this end of the supporting beam in order to pull it towards the pole and/or supporting element concerned or the ball element concerned by tightening a nut on the bolt.
- the shelter can be constructed in a simple way without having to use welded joints.
- roofing sheet will be provided on supporting profiles that are supported by the supporting beams.
- one or more sliding pieces are slideably provided on a supporting beam to support a supporting profile on the supporting beam concerned.
- An advantage of this is that the location of the sliding pieces, and thus the supporting profiles, can be chosen on site during construction of the shelter.
- the shelter 1 according to the invention essentially consists of four poles 2 that support a supporting beam 3 two by two.
- the supporting beams 3 are curved in their longitudinal direction.
- the supporting beams 3 do not have to present the curved form, but can for example also consist of straight profiles or profiles with a gabled form.
- the ends 4 of the supporting beams 3 can cooperate with the poles.
- the supporting beams 3 being provided with a connecting piece 5 at their end 4, and coupling elements 6 are provided on the poles 2.
- the coupling element 6 is a ball element 6.
- a ball element 6 is constructed from a spherical head 7 that is provided with an opening 8 that will fit over the poles 2 with a good fit.
- the shelter 1 is further provided with a roofing sheet 9.
- the shape that the roofing sheet 9 adopts is determined by the bend or curve of the supporting beams 3 in their longitudinal direction Y-Y'. It is clear that the roofing sheet 9 can be constructed of different sub-sheets.
- the roofing sheet 9 can be made of transparent and pliable polycarbonate, but can also be made of coloured polycarbonate or another plastic such as PVC or polyester for example, or even glass, metal such as sheet steel, wood or another suitable material.
- roofing sheet 9 is provided on supporting profiles 10, 11 that are supported by the supporting beams 3.
- the supporting profiles 10, 11 are situated transversely on the supporting beams 3, in this case there are two external supporting profiles 10 and three intermediate supporting profiles 11.
- Figure 2 clearly shows that in this case the supporting beams 3 are profiles or columns with an essentially rectangular cross-section, whereby the walls 12 of the rectangle present a curve or are slightly curved.
- FIGS 2 to 5 clearly show how the supporting beams 3 are fastened on the poles 2.
- the coupling elements 6 are provided with two grooves 13 that are located in two planes that extend along the longitudinal direction X-X' of the pole 2.
- the connecting pieces 5 are provided with two lip-shaped protrusions 14 that can cooperate with the grooves 13 and which fit slideably in the grooves 13.
- the angle A between a pole 2 and a supporting beam 3 can be changed. Due to a good selection of the orientation of the grooves 13 and also of the lip-shaped protrusion 14, the orientation of the supporting beam 3 and the pole 2 will always be correct, irrespective of the angle A set between the two.
- the poles 2 and the supporting beams 3 can be easily produced and are sawn off perpendicular to their axis X-X' and Y-Y' respectively.
- the groove 13 can be constructed as a circular segment shape, as can clearly be seen in figure 3 .
- the lip-shaped protrusions 14 have a complementary circular segment shaped construction.
- each angle A at which the supporting beam 3 is placed to the pole 2 there is always a maximum contact area between the grooves 13 and the lip-shaped protrusions 14. This will foster the stability and ensure a good distribution of the forces.
- Each ball element 6 is further provided with a bolt 15 that is hingeably connected to the ball element 6 whereby the bolt 15 is hingeably fastened to a shaft 16 that is provided in the ball element 6 concerned and whereby the bolt 15 grips on the shaft 16 at two points. This is clearly presented in figure 5 .
- the bolt 15 is provided with a U-shaped coupler 17 that is connected by its two arms 18 to the aforementioned shaft 16 that fits through openings 19 in the arms 18 provided to this end.
- the bolt 15 fits through an opening 20 in the base 21 of the U-shaped coupler 17, but it is not excluded that the bolt 15 and the U-shaped coupler 17 form a single unit.
- the ball element 6 is provided with a groove-shaped cutaway 22 transverse to the shaft 16, and in this case on one side of the centre line X-X' of the pole, so that the bolt 15, that reaches to outside the ball element 6 can rotate over a larger angle around the shaft 16.
- the bolt 15 will be hingeably connected to the pole 2 itself, whereby the aforementioned shaft 16 preferably runs through the centre line X-X' of the pole 2 concerned.
- the supporting beam 3 is provided with a cutaway 23 close to each of the ends 4 of the supporting beam 3.
- the bolt 15 is provided with a hook-shaped element 25, whereby this hook-shaped element 25 can grip in the aforementioned cutaway 23 in an end 4 of the supporting beam 3 to pull it towards the ball element 6 concerned by tightening a nut 26 on the bolt 15.
- the supporting beam 3 will be pulled to the pole 2 itself by tightening the nut 26 on the bolt 15, and that, in an embodiment where a supporting element is used instead of a pole 2, the supporting beam 3 will be pulled towards the supporting element by tightening the nut 26 on the bolt 15.
- the ball elements 6 can be provided on the aforementioned supporting elements, and the further construction proceeds completely similarly.
- the ball element 6 acts as the supporting element itself, or in other words that the supporting element is constructed as a ball element 6, whereby the spherical head 7 is mounted with the opening 8 directly on a flat surface, for example on a steel plate or on a bluestone surface.
- the supporting beams 3 are provided with one or more sliding pieces 27 that are slideably provided thereon.
- a sliding piece 27 will support a supporting profile 10, 11 on the supporting beam 3 concerned.
- the location where the supporting profiles 10, 11 go on the supporting beams 3 can be adjusted.
- the sliding pieces 27 are slideably held in a groove 28 provided to this end in the supporting beams 3.
- the groove 29 extends in the longitudinal direction Y-Y' of the supporting beams 3.
- the best location for the supporting profiles 10, 11 on the supporting beams 3 can be chosen during construction of the shelter 1 on site.
- the sliding pieces 27 also comprise means 29 with which they can be fastened with respect to the supporting beams 3.
- these means 29 are two screws or similar that are tightened through the sliding pieces 27 in the supporting beam 3, as can be seen in figure 4 .
- these means 29 can also be formed by a snap connector or clip connector.
- the supporting profiles 10, 11 are provided with a supporting face 30 with which they can rest in the sliding piece 27 or, if there are no sliding pieces 27, on the supporting beam 3.
- the transverse cross-section of the supporting face 30 has the form of a circular segment.
- cross-section of the supporting face 30 does not necessarily have to be semicircular or define a circular segment, but such an embodiment provides the advantage that the supporting profiles 10, 11 can be placed in the sliding pieces 27 or supporting beams 3 according to different orientations.
- the supporting beams 3 present a cutaway 31 in which a supporting profile 10, 11 can at least be partially held and whereby the shape of the aforementioned cutaway 31 corresponds to the shape of the supporting face 30.
- the two external supporting profiles 10 are provided with a gutter 32 that extends along the length of the supporting profile 10, that will be used to receive draining rainwater.
- the free end of the channel of the gutter 32 is provided with plate parts 33 that slope obliquely in the aforementioned gutter 32.
- the use and assembly of the shelter according to the invention is simple and can be as follows for example.
- the four poles 2 are placed in the ground, using foundations or otherwise, of course with the necessary attention for the distance between the poles 2.
- the ball elements 6 are placed on the poles 2, by guiding the spherical head 7 with the opening 8 over the poles 2, of course account is taken here of the correct orientation of the grooves 13 and it is ensured, for example, that the groove-shaped cutaways 22 are oriented towards one another in pairs.
- each ball element 6 is provided with a bolt 15 with a U-shaped coupler 17, by connecting a shaft 16 to the U-shaped coupler 17.
- the shaft 16 is guided through openings 19 in the arms 18 of the U-shaped coupler 17.
- the shaft 16 itself is provided in the ball element 7, for example using bearings or similar.
- the hook-shaped element 25 is provided over the free end 24 of the bolt 15.
- the supporting beams 3 are provided, that are provided beforehand with connecting pieces 5 with lip-shaped protrusions 14 beforehand, whereby these protrusions 14 in the grooves 13 are fitted on the ball elements 6.
- the free end 24 of the bolt 15 with the hook-shaped element 25 is hereby brought through the connecting piece 5 and the open end 4 of the supporting beam 3 and the cutaways 23 close to the ends 4 of the supporting beam 3.
- both the end 24 of the bolt 15 and the nut 26 are provided in a concealed way, so that they do not interfere with the aesthetic, elegant and rigid appearance of the shelter 1 and so that they are protected from damage.
- grooves 13 and the lip-shaped protrusions 14 have the shape of a circular segment, they will have the largest possible contact area, the same at whatever angle A the connection is made, so that the forces are optimally distributed and a good stable connection is obtained.
- sliding pieces 27 are provided on the supporting beams 3. They can also be present beforehand.
- the external and intermediate supporting profiles 10, 11 respectively, are situated with their supporting face 30 in the cutaway 31 of these sliding pieces 27, as shown in figure 4 .
- the supporting profile 10, 11 can be tilted by sliding the semicircular supporting face 30 in the complementary cutaway 31.
- the roofing sheet 9 is provided in a suitable way on the supporting profiles 10, 11. At the location of the external supporting profiles 11 the roofing sheet 9 is connected to the flat plate part 33. As a result the draining rainwater will go into the gutter 32.
- the other flat plate part 33 can be used, if need be, for shelters with successive roofing sheets 9.
- Figure 6 shows a variant of figure 4 , whereby in this case a ball element 6 is provided with more than one bolt 15, i.e. in this example there are two bolts 15 which are both provided on the shaft 61 and which also reach to outside the ball element 6 and can be oriented at a different angular position.
- the ball element 6 is provided with two groove-shaped cutaways 22 transverse to the shaft 16, one on each side of the centre line X-X' of the pole 2.
- the ball element 6 will be provided with grooves 13, which are extended as it were and which continue from the one side of the centre line X-X' to the other side of the centreline X-X', so that the lip-shaped protrusions 14 of both supporting beams 3 can grip on the grooves 13.
- two supporting beams 3 can be mounted on the pole 2 in the same plane, but on an opposite side of the ball element 6.
- the assembly is analogous to the embodiment described above. It is also clear that the ball elements 6 can support different supporting beams 3 that are not necessarily located in the same plane.
- connection described above at the location of a ball element 6 is particularly diverse and flexible. Indeed, due to the fact that the bolt 15 is hingeably provided around a shaft 16 that runs through the centre point of the spherical head 7, the bolt 15 will always adopt a radial orientation such that the orientation of the supporting beam 3 has no impact on the fastening thereof. This degree of freedom provides the advantage that the ball elements 6 with the aforementioned bolts 15 can be generally applied, irrespective of the span of the shelter 1, and irrespective of the radius of curvature of the supporting beams 3.
- a shelter 1 according to the invention can also be made of plastic, wood or another metal.
- poles 2 and/or supporting beams 3 and/or supporting profiles 10, 11 used in the embodiments shown above is not restrictive and that many combinations of the constituent components are possible without departing from the scope of the invention.
- supporting elements can also be used instead of poles 2.
- ball elements 6 are used, they can be fastened on the supporting element by means of an eyebolt that is provided on the central shaft 16.
- This eyebolt can then be guided through a wall clamp, for example, by its other end that acts as the aforementioned supporting element.
- the supporting elements can also be realised in different ways instead of a wall clamp.
- the supporting elements can also be constructed as the ball elements 6 themselves for example, whereby a ball element 6 is mounted with the opening 8 directly on a flat surface, using an eyebolt or otherwise that is fastened to the central shaft 16.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
- The present invention relates to a shelter, more particularly a shelter that can be used as a carport for the parking of cars, bicycles or similar sheltered from the rain, but also as a shelter for a porch, as a covering for a terrace or balcony and similar for example.
- The shelter according to the invention can also be used as a pergola or as a basic structure of a veranda or similar.
- In most cases the known carports are constructed of beams or profiles that are sawn to size during the construction thereof, and which during the installation and construction of the carport must be connected together using nut and bolt joints or using welded joints.
- The disadvantage of the aforementioned known carports is that the construction requires a lot of tailor-made work and that a large proportion of the work has to be done on site: the beams that are used can be sawn beforehand in the workshop but the provision of bolt holes for the nut and bolt joints or the application of welded joints must always be done on site.
- It is known that work can be done much more efficiently in the workshop than on site, which favours the cost and quality.
- As described in
BE 1.016.161 - Such a shelter has the advantage that the supporting beams can cooperate with the ball elements along different orientations, while at the same time the supporting beams can always be sawn off perpendicular to the axis, irrespective of the distance or the level difference between the ball elements on the poles.
- Moreover, the ball elements are generally applicable to different sizes of shelter, whereby the span is determined by the length of the supporting beams.
- A disadvantage is that the orientation of the supporting beams with respect to the poles can be varied in two directions, such that a crooked installation is possible, such that the stability is negatively affected and the entire construction of the shelter will be crooked. A professional, secure and thus time-consuming installation and construction by trained specialists will be required, otherwise multiple corrections of the position of the supporting beams will be required in most cases.
- In the aforementioned Belgian patent a bolt is provided in the ball element that is hingeably connected to the ball element whereby the hinge point is located in the centre point of the ball element.
- The bolt is used to connect the ball element to the supporting beams and other structural elements at different angular displacements.
- Due to the large forces on the hinge point of the bolt in the realisation of such connections, failures or breakages of these connections often occur at the location of the hinge point.
- The purpose of the present invention is to provide a solution to a least one of the aforementioned and other disadvantages.
- The subject of the present invention is a shelter, such as a shelter for a car, porch or terrace or similar, that is essentially constructed of poles and/or supporting elements on which supporting beams are provided on which a roofing sheet is provided, whereby the ends of the supporting beams can cooperate with the poles and/or supporting elements or similar, whereby an end of a pole and/or supporting element is provided with at least one groove that is located in a plane that extends along the longitudinal direction of the pole and that a supporting beam is provided with at least one lip-shaped protrusion cooperating therewith that fits slideably in the groove, so that the angle between a pole and/or supporting element on the one hand and a supporting beam on the other hand can be changed by sliding the lip-shaped protrusion in the groove.
- An advantage of such a shelter is that the supporting beams can cooperate with the poles and/or supporting elements in different orientations.
- The principle is generally applicable for different sizes of shelters or carports. The span is determined by the length of the supporting beams.
- Another advantage is that due to the application of the groove with the lip-shaped protrusions, the supporting beam can only be oriented in one plane with respect to the pole, so that the right position of the supporting beam is always obtained.
- As a result, the installation of the shelter can be done more smoothly and faster without specially trained specialists being needed for this, because incorrect orientations are ruled out. This will also foster the stability.
- The aforementioned supporting element is an alternative to the pole if the shelter is placed against an adjoining construction for example, such as a wall, facade or similar, such a supporting element can be fastened against the adjoining construction instead of placing a pole next to the facade.
- It is clear that the precise shape of the groove and the lip-shaped protrusion can be realised in different ways. For example, the groove can have a circular segment shape whereby the lip-shaped protrusion has a complementary shape. An advantage of this is that the protrusion will always have a large contact area with the groove, the same at whatever angle the supporting beam is placed to the pole. This will ensure a good distribution of the forces and a good connection between the pole and the supporting beam and this irrespective of the orientation of the supporting beam.
- Preferably the supporting beams are provided with a connecting piece at their end, whereby this connecting piece is provided with at least one lip-shaped protrusion.
- The advantage of this is that the supporting beams can always be sawn off perpendicular to the axis, irrespective of the distance or level difference between the poles or supports. The connecting piece can then be placed on the supporting beam that has been sawn off perpendicularly, whereby the lip-shaped protrusion on the connecting piece has the appropriate orientation to be able to cooperate with the groove.
- According to a preferred characteristic of the invention coupling elements are provided on the poles and/or supporting elements, in which the aforementioned at least one groove is made, whereby the ends of the supporting beams can cooperate with the aforementioned elements.
- These coupling elements are preferably ball elements that will enable the aforementioned groove to be constructed as a circular segment shape.
- In a practical embodiment a bolt is hingeably connected to a pole and/or supporting element or a ball element, whereby the bolt is hingeably fastened to a shaft that is provided in the pole and/or supporting element concerned or the ball element concerned and whereby the bolt grips on the shaft at two points.
- The advantage is that the connection of the pole and/or supporting element or the ball element can be made to other structural elements at different angular displacements, and if applicable with only one nut and bolt joint.
- Because the bolt grips on the shaft at at least two points, the forces will be distributed on the shaft so that stresses that are too high and breakage of the shaft can be prevented.
- In a preferred embodiment the bolt is provided at its free end with a hook-shaped element, whereby this hook-shaped element can grip in an opening provided to this end in a supporting beam or which can grip on an edge or similar provided to this end of the supporting beam in order to pull it towards the pole and/or supporting element concerned or the ball element concerned by tightening a nut on the bolt.
- Due to the application of the hook-shaped element, the shelter can be constructed in a simple way without having to use welded joints.
- In practice the roofing sheet will be provided on supporting profiles that are supported by the supporting beams.
- In a preferred embodiment one or more sliding pieces are slideably provided on a supporting beam to support a supporting profile on the supporting beam concerned.
- An advantage of this is that the location of the sliding pieces, and thus the supporting profiles, can be chosen on site during construction of the shelter.
- This means that it has does not have to be determined beforehand where the supporting profiles must rest on the supporting beams, but this only has to be determined at the last moment, for example as a function of the weight or flexibility of the roofing sheet or the local conditions.
- With the intention of better showing the characteristics of the invention, a few preferred embodiments of a shelter according to the invention are described hereinafter by way of an example, without any limiting nature, with reference to the accompanying drawings, wherein:
-
figure 1 schematically shows a perspective view of a shelter according to the invention; -
figure 2 schematically shows a perspective view of the corner section as indicated by F2 infigure 1 ; -
figure 3 shows an exploded view of the corner section as shown infigure 2 ; -
figure 4 shows a cross-section according to line IV-IV infigure 2 ; -
figure 5 shows a cross-section according to line V-V infigure 4 ; -
figure 6 shows an alternative embodiment offigure 4 . - The
shelter 1 according to the invention, as shown infigure 1 , essentially consists of fourpoles 2 that support a supportingbeam 3 two by two. - In this case the supporting
beams 3 are curved in their longitudinal direction. The supportingbeams 3 do not have to present the curved form, but can for example also consist of straight profiles or profiles with a gabled form. - The ends 4 of the supporting
beams 3 can cooperate with the poles. - In this case, but not necessarily, this cooperation is realised by the supporting
beams 3 being provided with a connectingpiece 5 at their end 4, andcoupling elements 6 are provided on thepoles 2. In this case thecoupling element 6 is aball element 6. As can be seen infigures 2 and3 aball element 6 is constructed from aspherical head 7 that is provided with an opening 8 that will fit over thepoles 2 with a good fit. - The
shelter 1 is further provided with a roofing sheet 9. The shape that the roofing sheet 9 adopts is determined by the bend or curve of the supportingbeams 3 in their longitudinal direction Y-Y'. It is clear that the roofing sheet 9 can be constructed of different sub-sheets. - The roofing sheet 9 can be made of transparent and pliable polycarbonate, but can also be made of coloured polycarbonate or another plastic such as PVC or polyester for example, or even glass, metal such as sheet steel, wood or another suitable material.
- In this case the roofing sheet 9 is provided on supporting
profiles beams 3. - The supporting
profiles beams 3, in this case there are twoexternal supporting profiles 10 and three intermediate supportingprofiles 11. - Although in the example shown there are four
poles 2, it is clear that there can be more than fourpoles 2, for example six or eightpoles 2. In these cases two or three roofing sheets 9 respectively can be provided. -
Figure 2 clearly shows that in this case the supportingbeams 3 are profiles or columns with an essentially rectangular cross-section, whereby thewalls 12 of the rectangle present a curve or are slightly curved. -
Figures 2 to 5 clearly show how the supportingbeams 3 are fastened on thepoles 2. - In this case, the
coupling elements 6 are provided with twogrooves 13 that are located in two planes that extend along the longitudinal direction X-X' of thepole 2. - In this case, the connecting
pieces 5 are provided with two lip-shapedprotrusions 14 that can cooperate with thegrooves 13 and which fit slideably in thegrooves 13. - It is clear that there can also be only one
groove 13 and one lip-shapedprotrusion 14. - By sliding the lip-shaped
protrusion 14 in thegroove 13, the angle A between apole 2 and a supportingbeam 3 can be changed. Due to a good selection of the orientation of thegrooves 13 and also of the lip-shapedprotrusion 14, the orientation of the supportingbeam 3 and thepole 2 will always be correct, irrespective of the angle A set between the two. - By working with the
coupling element 6 and the connectingpiece 5 to realise the cooperation between the supportingbeams 3 and thepoles 2, thepoles 2 and the supportingbeams 3 can be easily produced and are sawn off perpendicular to their axis X-X' and Y-Y' respectively. - An advantage of constructing the
coupling elements 6 asball elements 6 is that thegroove 13 can be constructed as a circular segment shape, as can clearly be seen infigure 3 . - The lip-shaped
protrusions 14 have a complementary circular segment shaped construction. - This means that each angle A at which the supporting
beam 3 is placed to thepole 2, there is always a maximum contact area between thegrooves 13 and the lip-shapedprotrusions 14. This will foster the stability and ensure a good distribution of the forces. - Each
ball element 6 is further provided with abolt 15 that is hingeably connected to theball element 6 whereby thebolt 15 is hingeably fastened to ashaft 16 that is provided in theball element 6 concerned and whereby thebolt 15 grips on theshaft 16 at two points. This is clearly presented infigure 5 . - To this end, the
bolt 15 is provided with aU-shaped coupler 17 that is connected by its twoarms 18 to theaforementioned shaft 16 that fits throughopenings 19 in thearms 18 provided to this end. - In this case the
bolt 15 fits through anopening 20 in thebase 21 of theU-shaped coupler 17, but it is not excluded that thebolt 15 and theU-shaped coupler 17 form a single unit. - In this case the
shaft 16 will run through the centre point of theball element 6 concerned, whereby theshaft 16 is mounted on bearings by its ends in theball element 6. - The
ball element 6 is provided with a groove-shapedcutaway 22 transverse to theshaft 16, and in this case on one side of the centre line X-X' of the pole, so that thebolt 15, that reaches to outside theball element 6 can rotate over a larger angle around theshaft 16. - If there is no
ball element 6 orcoupling element 6, thebolt 15 will be hingeably connected to thepole 2 itself, whereby theaforementioned shaft 16 preferably runs through the centre line X-X' of thepole 2 concerned. - In this case, the supporting
beam 3 is provided with a cutaway 23 close to each of the ends 4 of the supportingbeam 3. - As can clearly be seen in
figures 3 and4 , at itsfree end 24 thebolt 15 is provided with a hook-shapedelement 25, whereby this hook-shapedelement 25 can grip in theaforementioned cutaway 23 in an end 4 of the supportingbeam 3 to pull it towards theball element 6 concerned by tightening anut 26 on thebolt 15. - It is possible that, instead of a cutaway 23, an edge or similar is provided on or in the supporting
beam 3, on which or in which the aforementioned hook-shapedelement 25 can grip. - It is clear that in an embodiment where there is no
coupling element 6 orball element 6, the supportingbeam 3 will be pulled to thepole 2 itself by tightening thenut 26 on thebolt 15, and that, in an embodiment where a supporting element is used instead of apole 2, the supportingbeam 3 will be pulled towards the supporting element by tightening thenut 26 on thebolt 15. In such a case, theball elements 6 can be provided on the aforementioned supporting elements, and the further construction proceeds completely similarly. - It is also possible that the
ball element 6 acts as the supporting element itself, or in other words that the supporting element is constructed as aball element 6, whereby thespherical head 7 is mounted with theopening 8 directly on a flat surface, for example on a steel plate or on a bluestone surface. - In this case, but not necessarily, the supporting
beams 3 are provided with one or more slidingpieces 27 that are slideably provided thereon. - A sliding
piece 27 will support a supportingprofile beam 3 concerned. - In this case there are five sliding
pieces 27 per supportingbeam 3, one for each supportingprofile - Because the sliding
pieces 27 are movable with respect to the supportingbeam 3, the location where the supportingprofiles beams 3 can be adjusted. - In this case the sliding
pieces 27 are slideably held in agroove 28 provided to this end in the supporting beams 3. Thegroove 29 extends in the longitudinal direction Y-Y' of the supporting beams 3. - In this way, the best location for the supporting
profiles beams 3 can be chosen during construction of theshelter 1 on site. - The sliding
pieces 27 also comprise means 29 with which they can be fastened with respect to the supporting beams 3. In this case these means 29 are two screws or similar that are tightened through the slidingpieces 27 in the supportingbeam 3, as can be seen infigure 4 . However, these means 29 can also be formed by a snap connector or clip connector. - The supporting profiles 10, 11 are provided with a supporting
face 30 with which they can rest in the slidingpiece 27 or, if there are no slidingpieces 27, on the supportingbeam 3. - The transverse cross-section of the supporting
face 30 has the form of a circular segment. - It is clear that the cross-section of the supporting
face 30 does not necessarily have to be semicircular or define a circular segment, but such an embodiment provides the advantage that the supportingprofiles pieces 27 or supportingbeams 3 according to different orientations. - To this end of the sliding
piece 27, or if applicable the supportingbeams 3, present a cutaway 31 in which a supportingprofile aforementioned cutaway 31 corresponds to the shape of the supportingface 30. - In this case, the two external supporting
profiles 10 are provided with agutter 32 that extends along the length of the supportingprofile 10, that will be used to receive draining rainwater. - The free end of the channel of the
gutter 32 is provided withplate parts 33 that slope obliquely in theaforementioned gutter 32. - The use and assembly of the shelter according to the invention is simple and can be as follows for example.
- The four
poles 2 are placed in the ground, using foundations or otherwise, of course with the necessary attention for the distance between thepoles 2. - The
ball elements 6 are placed on thepoles 2, by guiding thespherical head 7 with theopening 8 over thepoles 2, of course account is taken here of the correct orientation of thegrooves 13 and it is ensured, for example, that the groove-shapedcutaways 22 are oriented towards one another in pairs. - If this has not yet been done then each
ball element 6 is provided with abolt 15 with aU-shaped coupler 17, by connecting ashaft 16 to theU-shaped coupler 17. In this case theshaft 16 is guided throughopenings 19 in thearms 18 of theU-shaped coupler 17. - The
shaft 16 itself is provided in theball element 7, for example using bearings or similar. - The hook-shaped
element 25 is provided over thefree end 24 of thebolt 15. - Then the supporting
beams 3 are provided, that are provided beforehand with connectingpieces 5 with lip-shapedprotrusions 14 beforehand, whereby theseprotrusions 14 in thegrooves 13 are fitted on theball elements 6. - The
free end 24 of thebolt 15 with the hook-shapedelement 25 is hereby brought through the connectingpiece 5 and the open end 4 of the supportingbeam 3 and thecutaways 23 close to the ends 4 of the supportingbeam 3. - The hook-shaped
element 25 will grip in thecutaway 23 and by tightening thenut 26 on thebolt 15 this supportingbeam 3 will be pulled firmly to theball element 6 and thepole 2 so that a sturdy construction can be obtained. Moreover both theend 24 of thebolt 15 and thenut 26 are provided in a concealed way, so that they do not interfere with the aesthetic, elegant and rigid appearance of theshelter 1 and so that they are protected from damage. - Note that by tightening only one
nut 26 perpole 2, the complete construction can be fixed, which enables a simple assembly. - Because the
grooves 13 and the lip-shapedprotrusions 14 have the shape of a circular segment, they will have the largest possible contact area, the same at whatever angle A the connection is made, so that the forces are optimally distributed and a good stable connection is obtained. - Because the
bolt 15 grips on theshaft 16 at two points, the forces on theshaft 16, by tightening thenut 26 on thebolt 15, are distributed so that theshaft 16 will not yield or break. - In a next step, sliding
pieces 27 are provided on the supporting beams 3. They can also be present beforehand. - By sliding the sliding
pieces 27 in thegroove 28 on the supportingbeams 3, their desired position is chosen. Then with the help of thescrews 29 they are fastened with respect to the supporting beams 3. - The external and intermediate supporting
profiles face 30 in thecutaway 31 of these slidingpieces 27, as shown infigure 4 . - As clearly shown by this drawing, the supporting
profile face 30 in thecomplementary cutaway 31. - When the supporting
profiles pieces 27, in thiscase using screws 34 or similar. - The roofing sheet 9 is provided in a suitable way on the supporting
profiles profiles 11 the roofing sheet 9 is connected to theflat plate part 33. As a result the draining rainwater will go into thegutter 32. - The other
flat plate part 33 can be used, if need be, for shelters with successive roofing sheets 9. -
Figure 6 shows a variant offigure 4 , whereby in this case aball element 6 is provided with more than onebolt 15, i.e. in this example there are twobolts 15 which are both provided on the shaft 61 and which also reach to outside theball element 6 and can be oriented at a different angular position. - In this case the
ball element 6 is provided with two groove-shapedcutaways 22 transverse to theshaft 16, one on each side of the centre line X-X' of thepole 2. - Furthermore, the
ball element 6 will be provided withgrooves 13, which are extended as it were and which continue from the one side of the centre line X-X' to the other side of the centreline X-X', so that the lip-shapedprotrusions 14 of both supportingbeams 3 can grip on thegrooves 13. - Using the two
bolts 15 two supportingbeams 3 can be mounted on thepole 2 in the same plane, but on an opposite side of theball element 6. The assembly is analogous to the embodiment described above. It is also clear that theball elements 6 can support different supportingbeams 3 that are not necessarily located in the same plane. - It is clear that the connection described above at the location of a
ball element 6 is particularly diverse and flexible. Indeed, due to the fact that thebolt 15 is hingeably provided around ashaft 16 that runs through the centre point of thespherical head 7, thebolt 15 will always adopt a radial orientation such that the orientation of the supportingbeam 3 has no impact on the fastening thereof. This degree of freedom provides the advantage that theball elements 6 with theaforementioned bolts 15 can be generally applied, irrespective of the span of theshelter 1, and irrespective of the radius of curvature of the supporting beams 3. - The fact that only nuts 26 and
bolts 15 are used for the realisation of the connection so that no welded joints have to be provided on the site, enables theentire shelter 1 according to the invention to be made of aluminium, which makes the construction light and corrosion resistant. It is clear that ashelter 1 according to the invention, or at least parts thereof, can also be made of plastic, wood or another metal. - It is clear that the number of
poles 2 and/or supportingbeams 3 and/or supportingprofiles - As already mentioned above, supporting elements can also be used instead of
poles 2. - If
ball elements 6 are used, they can be fastened on the supporting element by means of an eyebolt that is provided on thecentral shaft 16. - This eyebolt can then be guided through a wall clamp, for example, by its other end that acts as the aforementioned supporting element.
- The supporting elements can also be realised in different ways instead of a wall clamp.
- As already stated above, the supporting elements can also be constructed as the
ball elements 6 themselves for example, whereby aball element 6 is mounted with theopening 8 directly on a flat surface, using an eyebolt or otherwise that is fastened to thecentral shaft 16. - The present invention is by no means limited to the embodiments described as an example and shown in the drawings, but a shelter according to the invention can be realised in all kinds of forms and dimensions, without departing from the scope of the invention.
Claims (23)
- Shelter, such as a shelter (1) for a car, porch or terrace or similar, that is essentially constructed of poles (2) and/or supporting elements on which supporting beams (3) are provided on which a roofing sheet (9) is provided, whereby the ends (4) of the supporting beams (3) can cooperate with the poles (2) and/or supporting elements or similar, characterised in that an end of a pole (2) and/or supporting element is provided with at least one groove (13) that is located in a plane that extends along the longitudinal direction (X-X') of the pole (2) and that a supporting beam (3) is provided with at least one lip-shaped protrusion (14) cooperating therewith that fits slideably in the groove (13), so that the angle (A) between a pole (2) and/or supporting element on the one hand and a supporting beam (3) on the other hand can be changed by sliding the lip-shaped protrusion (14) in the groove (13).
- Shelter according to claim 1, characterised in that the supporting beams (3) are provided at their end (4) with a connecting piece (5), whereby this connecting piece (5) is provided with the at least one lip-shaped protrusion (14).
- Shelter according to claim 1 or 2, characterised in that a pole (2) and/or supporting element is provided with two grooves (13) and that a supporting beam (3) is provided with two lip-shaped protrusions (14) cooperating therewith.
- Shelter according to any one of the previous claims, characterised in that on the poles (2) and/or supporting elements, coupling elements (6) are provided in which the aforementioned at least one groove (13) is made, whereby the ends (4) of the supporting beams (3) can cooperate with the aforementioned coupling elements(6).
- Shelter according to claim 4, characterised in that the coupling element (6) is a ball element (6).
- Shelter according to claim 5, characterised in that a ball element (6) is constructed with a spherical head (7) with an opening (8) that fits over a pole (2) with a close fit.
- Shelter according to any one of the previous claims, characterised in that a bolt (15) is hingeably connected to a pole (2) and/or supporting element or a ball element (6), whereby the bolt (15) is hingeably fastened to a shaft (16) that is provided in the pole (2) and/or supporting element concerned or the ball element (6) concerned and whereby the bolt (15) grips on the shaft (16) at at least two points.
- Shelter according to claim 7, characterised in that the shaft (16) runs through the axis (X-X') of the pole (2) and/or supporting element concerned or through the centre point of the ball element (6) concerned.
- Shelter according to claim 7 or 8, characterised in that the bolt (16) is provided with a U-shaped coupler (17) that is connected by its two arms (18) to the aforementioned shaft (16).
- Shelter according to any one of the previous claims 7 to 9, characterised in that a pole (2) and/or supporting element or a ball element (6) presents a groove-shaped cutaway (22) transverse to the shaft (16), so that the bolt (15), that reaches to outside the pole (2) and/or supporting element or the ball element (6), can rotate over a larger angle around the shaft (16).
- Shelter according to any one of the previous claims 7 to 10, characterised in that a pole (2) and/or supporting element or a ball element (6) is provided with more than one bolt (15).
- Shelter according to any one of the previous claims 7 to 11, characterised in that at its free end (24) the bolt (15) is provided with a hook-shaped element (25), whereby this hook-shaped element (25) can grip in a cutaway (23) provided to this end in a supporting beam (3) or which can grip on an edge or similar provided to this end of the supporting beam (3) in order to pull this, by tightening a nut (26) on the bolt (15), to the pole (2) and/or supporting element concerned or the ball element (6) concerned.
- Shelter according to any one of the previous claims, characterised in that the roofing sheet (9) is provided on supporting profiles (10, 11) that are supported by the supporting beams (3).
- Shelter according to claim 13, characterised in that one or more sliding pieces (27) are slideably provided on a supporting beam (3), to support a supporting profile (10, 11) on the supporting beam (3) concerned.
- Shelter according to claim 14, characterised in that the sliding pieces (27) are held in a groove (28) provided to this end in the supporting beams (3).
- Shelter according to claim 14 or 15, characterised in that the sliding pieces (27) comprise means (29) with which the sliding pieces (27) can be fastened with respect to the supporting beams (3).
- Shelter according to any one of the previous claims 13 to 16, characterised in that a supporting profile (10, 11) has a supporting face (30) with which it can rest in the sliding piece (27) or on a supporting beam (3).
- Shelter according to claim 17, characterised in that the transverse cross-section of the supporting face (30) has the shape of a circular segment.
- Shelter according to claim 17 or 18, characterised in that the sliding piece (27) or the supporting beams (3) present a cutaway (31) in which a supporting profile (10, 11) can at least be partially held and whereby the shape of the aforementioned cutaway (31) corresponds to the shape of the supporting face (30).
- Shelter according to any one of the previous claims 13 to 19, characterised in that a supporting profile (10) is provided with a gutter (32).
- Shelter according to claim 20, characterised in that the gutter (32) is provided with plate parts (33) that slope obliquely in the aforementioned gutter (32).
- Shelter according to any one of the previous claims, characterised in that the supporting beams (3) are profiles or columns with an essentially rectangular cross-section, whereby the wall of the rectangle presents a curve or is slightly curved.
- Shelter according to any one of the previous claims, characterised in that a supporting beams (3) is curved in its longitudinal direction (Y-Y').
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL16183660T PL3147428T3 (en) | 2015-09-28 | 2016-08-11 | Shelter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
BE2015/5598A BE1022990B1 (en) | 2015-09-28 | 2015-09-28 | Shed |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3147428A1 true EP3147428A1 (en) | 2017-03-29 |
EP3147428B1 EP3147428B1 (en) | 2018-01-31 |
Family
ID=54360836
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP16183660.6A Active EP3147428B1 (en) | 2015-09-28 | 2016-08-11 | Shelter |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP3147428B1 (en) |
BE (1) | BE1022990B1 (en) |
ES (1) | ES2663921T3 (en) |
GB (1) | GB2542908A (en) |
PL (1) | PL3147428T3 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10309096B2 (en) * | 2014-04-25 | 2019-06-04 | Designer Direct, Inc. | Cantilevered watercraft canopy |
US10363994B2 (en) | 2015-06-19 | 2019-07-30 | Designer Direct, Inc. | One-sided cantilevered watercraft canopy |
LU101010B1 (en) * | 2018-11-21 | 2020-05-22 | Iparlux S A R L | Carport shelter |
US11952781B2 (en) | 2022-01-27 | 2024-04-09 | Designer Direct, Inc. | Watercraft canopy extension for existing covered dock |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6740027B2 (en) * | 2016-06-20 | 2020-08-12 | 三協立山株式会社 | Simple structure |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2533605A1 (en) * | 1982-09-24 | 1984-03-30 | Dubois Claude | Connection between rafters and gutter in a veranda structure. |
EP0166982A1 (en) * | 1984-06-05 | 1986-01-08 | Gebr. Grotemeyer GmbH & Co. | Connecting device to construct a multidimensional construction |
EP1493884A2 (en) * | 2003-07-02 | 2005-01-05 | BTW GmbH Brandschutztüren und Brandschutzwände | Beam profile and roofing profile |
BE1016161A3 (en) | 2004-08-17 | 2006-04-04 | Brutsaert Trading Bv Met Beper | SUN SCREEN, RAIN SCREEN OR LIKE. |
EP1679410A1 (en) * | 2005-01-05 | 2006-07-12 | Patrick Jean Marie Irma Verlinden | Porch roof |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4505609A (en) * | 1983-04-14 | 1985-03-19 | Vella John C | Shelter frame couplings |
CH674401A5 (en) * | 1986-10-10 | 1990-05-31 | Strack Ag Fahrzeugbau Und Blec | |
JPH10115110A (en) * | 1996-10-11 | 1998-05-06 | Showa Alum Corp | Knockdown type carport |
DE202009007525U1 (en) * | 2009-05-27 | 2009-09-10 | Eccoss Gmbh | Device for carrying and fixing solar panels |
DE202009015126U1 (en) * | 2009-11-05 | 2010-03-11 | Karp, Hans-Peter | Variable adjustable carport solar roof system |
-
2015
- 2015-09-28 BE BE2015/5598A patent/BE1022990B1/en active
-
2016
- 2016-08-11 PL PL16183660T patent/PL3147428T3/en unknown
- 2016-08-11 GB GB1613809.1A patent/GB2542908A/en not_active Withdrawn
- 2016-08-11 EP EP16183660.6A patent/EP3147428B1/en active Active
- 2016-08-11 ES ES16183660.6T patent/ES2663921T3/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2533605A1 (en) * | 1982-09-24 | 1984-03-30 | Dubois Claude | Connection between rafters and gutter in a veranda structure. |
EP0166982A1 (en) * | 1984-06-05 | 1986-01-08 | Gebr. Grotemeyer GmbH & Co. | Connecting device to construct a multidimensional construction |
EP1493884A2 (en) * | 2003-07-02 | 2005-01-05 | BTW GmbH Brandschutztüren und Brandschutzwände | Beam profile and roofing profile |
BE1016161A3 (en) | 2004-08-17 | 2006-04-04 | Brutsaert Trading Bv Met Beper | SUN SCREEN, RAIN SCREEN OR LIKE. |
EP1679410A1 (en) * | 2005-01-05 | 2006-07-12 | Patrick Jean Marie Irma Verlinden | Porch roof |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US10309096B2 (en) * | 2014-04-25 | 2019-06-04 | Designer Direct, Inc. | Cantilevered watercraft canopy |
US10363994B2 (en) | 2015-06-19 | 2019-07-30 | Designer Direct, Inc. | One-sided cantilevered watercraft canopy |
LU101010B1 (en) * | 2018-11-21 | 2020-05-22 | Iparlux S A R L | Carport shelter |
EP3656952A1 (en) | 2018-11-21 | 2020-05-27 | Iparlux S.à.r.l. | Carport type shelter |
US11952781B2 (en) | 2022-01-27 | 2024-04-09 | Designer Direct, Inc. | Watercraft canopy extension for existing covered dock |
Also Published As
Publication number | Publication date |
---|---|
BE1022990B1 (en) | 2016-10-27 |
PL3147428T3 (en) | 2018-07-31 |
GB2542908A (en) | 2017-04-05 |
EP3147428B1 (en) | 2018-01-31 |
GB201613809D0 (en) | 2016-09-28 |
ES2663921T3 (en) | 2018-04-17 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3147428B1 (en) | Shelter | |
US5660005A (en) | High strength, light weight, portable building | |
CN107846849B (en) | Building of tensile structure | |
KR101391485B1 (en) | frame assembly | |
EP2789764B1 (en) | Outdoor awning and process for the assembly of said awning | |
KR101817906B1 (en) | Awning system | |
US8215082B2 (en) | Flat roof that sheds rain | |
WO2017073534A1 (en) | Column and beam unit for hut construction and hut structure using same | |
EP1679410B1 (en) | Porch roof | |
JP2009102844A (en) | Metallic building, roofing material unit, and joint member | |
EP1293619A1 (en) | Truss system and truss connector | |
JP4504988B2 (en) | A roof structure such as an agricultural greenhouse. | |
US6679008B2 (en) | Method and apparatus for constructing a building from interconnecting corrugated sheets | |
JP5004263B2 (en) | Multiple building type weatherproof greenhouse | |
AU2019275605B2 (en) | Integrated beam for corrugated sheet and integrated frame structure formed thereon | |
JP6333660B2 (en) | Construction method for external building structures | |
GB2324815A (en) | Gutter structure for building construction | |
JP3850714B2 (en) | Fitting device and civil / building structure using the same | |
US10053866B2 (en) | Roofing batten | |
JP4046670B2 (en) | roof | |
EP2738822A1 (en) | Mounting system for installing a panel, such as a photovoltaic panel, on a building | |
JP3768282B2 (en) | Installation structure and installation method of eaves unit | |
GB2570028A (en) | Modular scaffold cover assembly for roof | |
JP2002291348A (en) | Multi-span type weather-resistant greenhouse | |
JP2017150186A (en) | Photovoltaic power generation panel attachment frame |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
AX | Request for extension of the european patent |
Extension state: BA ME |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
17P | Request for examination filed |
Effective date: 20170817 |
|
RBV | Designated contracting states (corrected) |
Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04H 6/02 20060101AFI20170907BHEP Ipc: E04B 7/00 20060101ALI20170907BHEP Ipc: E04D 13/072 20060101ALI20170907BHEP Ipc: E04B 1/19 20060101ALN20170907BHEP Ipc: E04B 1/58 20060101ALN20170907BHEP Ipc: E04D 13/064 20060101ALI20170907BHEP |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: E04D 13/072 20060101ALI20170912BHEP Ipc: E04H 6/02 20060101AFI20170912BHEP Ipc: E04B 1/19 20060101ALN20170912BHEP Ipc: E04B 7/00 20060101ALI20170912BHEP Ipc: E04D 13/064 20060101ALI20170912BHEP Ipc: E04B 1/58 20060101ALN20170912BHEP |
|
INTG | Intention to grant announced |
Effective date: 20170927 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: FG4D Ref country code: CH Ref legal event code: EP |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 967543 Country of ref document: AT Kind code of ref document: T Effective date: 20180215 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 602016001545 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ORITI PATENTS - FRANCO ORITI, CH |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: FP |
|
REG | Reference to a national code |
Ref country code: ES Ref legal event code: FG2A Ref document number: 2663921 Country of ref document: ES Kind code of ref document: T3 Effective date: 20180417 |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG4D |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MK05 Ref document number: 967543 Country of ref document: AT Kind code of ref document: T Effective date: 20180131 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 3 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180430 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180531 Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: AT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: BG Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180430 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180501 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 602016001545 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20181102 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MT Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180811 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: TR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20160811 Ref country code: MK Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180131 Ref country code: CY Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20180131 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20200825 Year of fee payment: 5 Ref country code: MC Payment date: 20200902 Year of fee payment: 5 Ref country code: SM Payment date: 20200915 Year of fee payment: 5 Ref country code: CZ Payment date: 20200811 Year of fee payment: 5 Ref country code: IE Payment date: 20200821 Year of fee payment: 5 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180811 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20200821 Year of fee payment: 5 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MC Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210831 |
|
GBPC | Gb: european patent ceased through non-payment of renewal fee |
Effective date: 20210811 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210831 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20220308 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210811 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210811 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20210811 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230424 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: ES Payment date: 20231121 Year of fee payment: 8 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20240618 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: NL Payment date: 20240618 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20240618 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: BE Payment date: 20240620 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20240619 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20240701 Year of fee payment: 9 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20240830 Year of fee payment: 9 |