WO2022184795A1 - Befestigungselement, insbesondere für solarpanele - Google Patents
Befestigungselement, insbesondere für solarpanele Download PDFInfo
- Publication number
- WO2022184795A1 WO2022184795A1 PCT/EP2022/055320 EP2022055320W WO2022184795A1 WO 2022184795 A1 WO2022184795 A1 WO 2022184795A1 EP 2022055320 W EP2022055320 W EP 2022055320W WO 2022184795 A1 WO2022184795 A1 WO 2022184795A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- fastening
- mast tube
- ground
- fastening element
- screw sleeve
- Prior art date
Links
- 229920001971 elastomer Polymers 0.000 claims description 16
- 239000000806 elastomer Substances 0.000 claims description 16
- 239000000758 substrate Substances 0.000 claims description 7
- 239000004567 concrete Substances 0.000 description 16
- 239000000463 material Substances 0.000 description 8
- 238000007373 indentation Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000004873 anchoring Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000011343 solid material Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 241001465382 Physalis alkekengi Species 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
- 230000004888 barrier function Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
- F24S25/60—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
- F24S25/61—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing to the ground or to building structures
- F24S25/617—Elements driven into the ground, e.g. anchor-piles; Foundations for supporting elements; Connectors for connecting supporting structures to the ground or to flat horizontal surfaces
-
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
- E04H12/2223—Sockets or holders for poles or posts not used driven into the ground by screwing
-
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2261—Mounting poles or posts to the holder on a flat base
-
- 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
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2253—Mounting poles or posts to the holder
- E04H12/2276—Clamping poles or posts on a stub
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/017—Fencing provided with electric elements or components, e.g. fencing member or component, such as fence strands, post, panel or rail, provided with electric elements or components
-
- 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
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F24—HEATING; RANGES; VENTILATING
- F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
- F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
- F24S25/60—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
- F24S2025/6005—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules by screwed connection
Definitions
- the invention relates to a fastening element, in particular for solar panels, and a solar fence.
- a so-called solar fence is only fixed one-dimensionally (in one axis) due to its property as a fence and is mainly exposed to high wind loads due to the vertical installation, which have to be compensated via the ground.
- the attachment of the fence elements with ground anchors is exposed to considerable loads.
- the anchoring in the ground is often realized with concrete foundations, which are associated with high investment costs, seal surfaces and can only be removed again with great effort.
- the anchoring of the piles, posts or mast tubes of such solar fences in the underground can also or additionally be carried out using screw foundations or ground screws.
- screw foundations or ground screws Such are, for example, from DE 20 2019 102 642 U1 or DE
- the object of the present invention is to propose a permanently reliable fastening element for a solar panel, in particular for solar fences.
- the fastening element to be fastened in the substrate should in particular be able to withstand wind loads that occur and not come loose even over a longer period of operation.
- the construction should be as simple and inexpensive as possible.
- the task is to create a solar fence that is permanently and reliably attached to the ground and is particularly suitable for withstanding wind loads.
- the fastening element according to the invention therefore consists of the main components: load element, ground screw sleeve and mast tube.
- An element to be fastened for example a solar panel, can be fastened to the mast tube using fastening material.
- the invention is not only suitable as fastening elements for solar panels or for a solar fence, with the help of the fastening element according to the invention almost all objects can be securely anchored in the ground.
- the invention is suitable for attaching large umbrellas, traffic signs, traffic light poles, lanterns and lighting poles (floodlight poles), antenna or radio masts, charging stations (e-mobility), billboards, fences, foundations for containers and prefabricated buildings (including prefabricated buildings such as Ge greenhouses), noise barriers or wind turbines.
- the objects mentioned by way of example can easily be fastened to the mast tube of the fastening element according to the invention.
- solar panel refers to elements for the energetic use of solar energy, preferably thermal or electrical (photovoltaic).
- the solar fence according to the invention includes at least two corresponding Be fastening elements and at least one solar panel, which is arranged between these fastening elements and fastened to the fastening elements.
- the solar fence is preferably formed by a plurality of solar panels and fastening elements, which are arranged side by side either along a straight line or along an arc. It is also conceivable that the solar panels are each arranged at an angle to one another, ie in a zigzag shape.
- the load element can consist of various suitable materials, concrete being particularly suitable, in particular ready-cast concrete, preferably steel-reinforced.
- a high mass of the load element increases the stability of the fastening element or the solar fence. Concrete is particularly suitable not only because of the ho hen mass, but also because of the low cost and relatively simple production and processing.
- the steel alarm additionally increases the resistance of the load element.
- a plastic with a high mass is also suitable for the construction of concrete.
- correspondingly large draft bevels can be provided in particular.
- the size or the height (thickness) and the diameter of the load element can be adjusted according to the requirements and differ accordingly depending on the application.
- the load element is placed on the ground and anchored, but it is also conceivable that it is used embedded in the ground. In this case, after anchoring, the load element is covered with, for example, earth material, which additionally stabilizes the fastening element.
- the shape and diameter of the load element can be freely selected to suit the local conditions, with a circular disk usually being suitable.
- the diameter of such a disk depends essentially on the height of the mast tube and the size of the solar panels to be attached to it and the wind load to be expected.
- a disk-shaped load element with a diameter of about 0.5 m to 1.5 m, preferably about 1 m, is usually sufficient.
- the vertical height of the load element is also variable and can be selected to suit local requirements. With the dimensions of the diameter mentioned, a height of the load element of 0.05 m to 0.3 m, in particular about 0.15 cm, has proven to be suitable.
- a diameter that corresponds to eight times the height is particularly suitable for a disk-shaped load element made of concrete.
- the load element or the concrete slab forms the foundation. It has a larger recess in the center for inserting the earth screw sleeve, and preferably one or more continuous openings or recesses for earth serrations and later dismantling of the load element. For example, four savings can be provided that are distributed or arranged evenly over the surface of the load element, through which ground wedges or ground spikes for grounding or other ground screw sleeves are hammered or screwed into the ground.
- the recesses can also only be used to additionally interlock the load element with the subsoil.
- the recesses do not open any ground wedges or ground spikes, but subsoil material presses into the recesses from below and means that the load element can better withstand lateral thrust, which acts essentially parallel to the subsoil.
- the dead weight of the load element also means that lateral thrust does not lead to a lateral deflection or a lateral movement of the fastening element.
- the fastening element according to the invention also makes use of the fact that a relatively high area load on the load tube with the objects attached thereto is conducted into the load element and via its support into the ground. A surface fit is created in a considerably larger area via the bearing surface of the load element, as a result of which forces acting essentially vertically from above can also be reliably withstood.
- the construction of the fastening elements according to the invention also means that tilting or bending moments in the mast tube, which are generated, for example, by wind load on the fastened objects, are also optimally dissipated or distributed.
- the earth screw sleeve screwed or driven into the ground withstands the tilting or bending moments
- the load element is supported by the contact surface on the ground, so that tensile and compressive forces are counteracted.
- the side of the load element facing the ground can also be structured in order to additionally interlock with the ground.
- protruding peaks are conceivable, but also grooves or depressions into which the soil can press. Almost all structures or shapes are conceivable that enable better interlocking with the subsoil.
- the ground screw sleeve is formed by a coiled and preferably welded TES, conically tapering trapezoidal sheet on which a flat steel is fastened in a helix, preferably welded.
- the ground screw sleeve has a mast tube receptacle for the mast tube on its end facing away from the ground.
- the recording is through an end opening of a tubular longitudinal sleeve body of the ground screw sleeve formed. Sections of the mast tube are inserted into the longitudinal sleeve or the ground screw sleeve from above.
- the interior of the longitudinal sleeve body is correspondingly shaped in such a way that the mast tube is held in a certain position in the vertical direction and cannot move any further into the longitudinal sleeve body.
- This can be achieved by a conically tapering shape of the longitudinal body, but a narrowing of the cross-section in the course of the longitudinal sleeve body is also conceivable.
- the ground screw sleeve In the area of its upper end facing away from the ground, the ground screw sleeve has gripping means via which the ground screw sleeve can be contacted and rotated. These can be formed by a partially non-circular cross-section of the longitudinal sleeve body, but alternatively can also be provided on formations or webs through which a torque can be applied. Arranged diametrically opposite each other are also conceivable openings through which a rod can be passed. Sufficient torque can then be applied to the earth screw sleeve via the rod and this can be screwed into the ground.
- Indentations or indentations can also be provided in the upper area of the ground screw sleeve, which firstly hold and guide the inserted mast tube and secondly can be used to screw the ground screw sleeve in and out (similar to a square screw head).
- the term earth screw sleeve can also include a design as a spear, ie without a surrounding housing.
- the thread can be omitted.
- a spike with a smooth outer surface is sufficient, which is driven into the ground and holds the fastening element.
- the mast tube forms the extension of the ground screw sleeve and serves as a stand and holder for elements to be fastened, preferably solar panels.
- the mast tube can have any desired length and consist of many different materials. For example, it can be manufactured from an aluminum tube or stainless steel, but a durable plastic is also conceivable. A diameter of 120 mm, for example, is sufficient for most applications.
- the mast tube does not have to be hollow be executed, it can also be made of solid material. It is also conceivable to use a wooden pole for the mast tube.
- the components are connected to one another in such a way that the solar panel is held in a movable manner, as a result of which it can, so to speak, avoid wind loads and the fastening element or the solar fence is not damaged.
- the degrees of freedom of movement required for this can be ensured by the ground screw sleeve itself, the connection of the ground screw sleeve to the mast tube, by the mast tube itself and/or by the connection of the mast tube to the solar panel.
- the solar panel can therefore be movable itself and thus directly or via movement of the mast tube, ie indirectly.
- a central fastening element which has the mast tube, can also be fastened to the ground via one or more outer fastening elements. Areas of the outer fastening elements lie on a surface of the central fastening element facing away from the ground and, like the central fastening element, are fastened to the ground using corresponding screw-in sleeves, ground spikes or ground wedges.
- the central fastening element is therefore arranged in some areas between the substrate and the outer fastening elements.
- there are four outer fastening elements for example, which are arranged around the mast tube and additionally secure the central fastening elements. Theoretically, however, a single additional exterior fastening element can already be sufficient to fasten the central fastening element sufficiently.
- the outer fastening elements are not arranged in certain areas on the surface facing away from the surface, but are arranged adjacent to the central fastening element, also lying flat on the ground.
- the central fastening elements and the outer fastening elements preferably touch one another with their lateral, vertically aligned surfaces.
- the external fasteners prevent mente in this embodiment, a lateral displacement of the central fastener. It is also conceivable here to use only one single or several adjacent fastening elements, mixed forms of the two fastening systems described, ie with overlying and neigh disclosed fastening elements, are also possible.
- the outer fastening elements can also have mast tubes, they would then not only hold the central fastening element in addition, but also offer the possibility of fastening other objects.
- the mast tube can be pivoted relative to the load element and thus relative to the ground.
- a corresponding pivoting element is provided here in the transition area between the mast tube and the earth screw sleeve.
- an elastomer element is arranged within the mast tube mount, which surrounds the mast tube inserted into the mast tube mount. By compressing the elastomer element, the mast tube can thus be pivoted by a certain amount relative to the load element and thus relative to the ground.
- the pivotability of the mast tube in different directions can be influenced differently by the design and arrangement of the elastomer element in the mast tube receptacle. For example, it can be provided that the mast tube can be pivoted more in certain directions, for example transversely to the main extent of the solar panels, than transversely thereto, ie in the direction of the solar panels located on the mast tube.
- the bearing which is intended to enable pivoting, can also be arranged at other locations or even at several locations along the mast tube, but it would then have to be configured differently.
- the mast tube can have a spiral spring or an elastomer element in some areas, which allow the desired movements.
- a bearing designed in this way can, of course, also be arranged near the earth screw sleeve or the underground.
- the solar panel attached to the mast tube is preferably also pivotably mounted.
- the solar panel is held on the mast tube via a pivot bearing, the pivot bearing being arranged on a vertically extending vertical edge of the solar panel, which runs parallel to the mast tube when there is no wind.
- the pivot bearing can be arranged approximately in the middle of the vertical edge in relation to the extent of the vertical edge, but the pivot bearing is particularly preferably arranged as high as possible, ie as far away from the load element as possible. The pivot bearing ensures that the solar panel can rotate around the axis of rotation specified by the pivot bearing when there is a corresponding wind load.
- the pivot bearing can be designed in such a way that the angle of rotation is limited by the pivot bearing itself.
- a rotary bearing sleeve that is open in the direction of the solar panel can be provided on the mast tube, into which a pin protruding from the solar panel extends.
- An elastomeric bearing, into which the pin extends, is provided within the rotary bearing sleeve.
- the pin has a non-circular cross section, preferably an oval cross section, which is held in a correspondingly shaped receptacle in the elastomer bearing.
- a twisting of the pin compresses the elastomer bearing, whereby the rotational movement, for example caused by wind load, is opposed to an increasing resistance.
- other types of bearings can also be used at this point, which enable and possibly also limit a rotary movement of the solar panel.
- the use of a torsion spring is conceivable.
- the pivot bearing can in principle enable a 360° rotation, but this is limited by a swivel limiting element arranged above or below the pivot bearing.
- This can be formed, for example, by a spiral spring which is attached to one end on the mast tube and the other end on the solar panel, preferably on the vertical edge. This prevents the solar panel from turning too far.
- the solar panel can pivot by up to 60° in relation to the mast tube.
- the main components can each be designed either individually or in one piece connected to one another.
- the ground screw sleeve and mast tube may be constructed as separate elements or integrally formed as a single element.
- the fasteners can be used to form a solar fence.
- two fastening elements are spaced apart at a distance that is adapted to the width of the solar panels to be installed.
- a solar panel is thus fastened with its two vertical edges to a fastening element or to a mast tube, i.e. it is located between two mast tubes.
- a solar fence is usually made up of several solar panels, each of which is attached to two mast tubes.
- the solar fence can extend along a straight line, but of course the solar panels can also be arranged at an angle to one another, for example positioned in a zigzag shape.
- Several solar panels can also be attached to a mast tube.
- the fastening element according to the invention can, for example, be assembled and disassembled as follows:
- the ground is first drilled out/excavated by means of excavators (earth augers).
- excavators earth augers
- the hole is inserted/pressed in as a foundation, the load element, preferably designed as a concrete slab.
- the ground screw sleeve is then screwed through the central recess into the second, deeper hole.
- the ground is compacted by the wedge-shaped geometry of the ground screw sleeve and is brought under tension.
- the earth screw sleeve protects against dynamic tension-compression-wind loads, because the sleeve and the concrete slab can be used to apply extensive forces (or a pair of forces) that correspond to the bending moment of the post or mast tube (caused by wind forces on the fixed element).
- the conically tapering earth screw socket is pressed with the concrete slab so that it absorbs the changing forces without play.
- the concrete slab is then preferably covered with earth so that the smaller recesses are also clogged with earth.
- ground wedges/ground spikes can also be hammered into the smaller recesses.
- the system can be further consolidated/compacted and greened.
- the mast tube is pressed into the earth screw sleeve.
- the indentations/indentations on the ground screw sleeve have a clamping effect.
- the solar panel is then attached to the mast tube.
- the attached elements are first detached from the mast or tubes.
- the ground screw socket and the concrete slab are exposed (freed from soil). This can be gripped and unscrewed at the indentations/depressions of the ground screw sleeve.
- hooks are inserted into the recesses and the load element is pulled out using a crane/excavator.
- the concrete slab may have eyelets or hooks over which it can be gripped or to which a hoist can be attached.
- the fastener of the invention is inexpensive because no transport concrete is required (only a load element, such as a concrete slab), quick to install, immediately resilient, environmentally friendly (since little material is used), easily dismantled and possibly reused. In particular, it can also be moved later.
- FIGS. 1 a to 1 f various views of a fastening element according to the invention
- FIGS. 2 a to 2 e fasteners used in a substrate
- Figure 3 a ground screw sleeve according to the invention of a fastening element
- FIG. 4 a first embodiment variant of a mast tube mount with an elastomer element
- FIG. 5 a second embodiment of a mast tube mount with an elastomer element
- FIGS. 6a, 6b a fastening system with external fastening elements lying on top in certain areas
- FIGS. 7a, 7b a fastening system with adjacent non-supporting outer fastening elements.
- FIG 1 shows the basic structure of a fastening element 20 according to the invention, having a load element 1, a ground screw sleeve 2 and a mast tube 3.
- the fastening element 20 according to the invention is particularly suitable for erecting a solar fence 22, as shown in Figures 2 and 7
- any other objects can also be fastened to the substrate using the fastening element 20 according to the invention.
- Such a solar fence 22 is formed from at least two fastening elements 20 and a solar panel 24 located between them.
- Figure 7 shows an example of only a single solar panel 24 between two fastening elements 20.
- a fastener 20 is introduced via the ground screw sleeve 2 in a substrate 26 and is due to the formation of the ground screw sleeve 2 in connection with the load element 1 firmly anchored in the ground.
- the mast tube 3 and the earth screw sleeve 2 are designed in two pieces and are preferably only connected to one another on site.
- the earth screw sleeve 2 has a mast tube receptacle 28 into which a free end of the mast tube 3 can be inserted.
- the load element 1 is designed as a circular disk, which preferably consists of steel-reinforced concrete. As can be seen in particular from FIG. 1d, the load element 1 has a central recess 32 through which a free end of the earth screw sleeve 2 extends when installed. Furthermore, four evenly distributed openings 34 are provided, through which ground wedges or ground spikes 52 (cf. FIG. 7) can be hammered into the ground 26 for grounding. In addition, there are openings or recesses 35 which cause interlocking with the subsoil.
- the structure of an advantageous earth screw sleeve 2 can be seen particularly well in FIG.
- the earth screw sleeve 2 is formed by a coiled and preferably welded, tapered trapezoidal sheet metal, which forms a tubular sleeve longitudinal body 40 on which a flat steel 38 is fixed in a He lix, preferably welded.
- the screw-in sleeve 2 has, at its end facing away from the ground, the mast tube receptacle 28 for the mast tube 3, which is formed by an end opening in the tubular longitudinal sleeve body 40.
- the mast tube 3 is partially inserted into the mast tube receptacle 28, with the taper limiting the insertion of the mast tube 3 .
- indentations 42 are provided, which reduce the diameter inside the mast tube receptacle 28 and thereby additionally fix the mast tube 3 .
- the mast tube receptacle 28 preferably has a non-round cross-section (not shown) for receiving a tool with which the earth screw sleeve 2 can be screwed into the ground 26 .
- a square opening in the manner of a square key holder is suitable.
- the non-circular cross-section can preferably be designed and arranged in such a way that a mast tube 3 with a round cross-section is accommodated in the mast tube receptacle 28. men can become.
- only a certain length section, preferably adjacent to the opening of the mast tube receptacle 28, can be out of round, which then merges in the direction of the ground 26 into a round cross-section.
- the area of the earth screw sleeve 2 below the load element 1 should be approximately six times the length of the height D of the load element 1 in order to ensure stable attachment to the subsoil 26 .
- the mast tube receptacle 28 can, for example, have a receptacle depth for the mast tube 3 that corresponds to three times the height D of the load element 1 .
- the diameter of a circular load element 1 should correspond to approximately eight times the height D of the load element 1 .
- FIGS. 4 and 5 show variants in which an elastomer element 30 is arranged within the mast tube receptacle 28 and surrounds the mast tube 3 inserted into the mast tube receptacle 28 .
- pivoting is possible in all directions and essentially with the same effort.
- an elastomer element 30 made from a continuous solid material. The force opposing the movement can be set by selecting the elastomer element material.
- FIG. 5 shows an embodiment variant in which the articulation is only possible along a single axis of movement.
- the mast tube holder 28 is not circular, but oval.
- the smallest diameter corresponds approximately to an outer diameter of the mast tube 3.
- elastomer elements 30 are arranged on the two diametrically opposite sides with a larger diameter of the mast tube 3. This arrangement only allows pivoting in the direction of the two elastomer elements 30, but not transversely thereto.
- several fastening elements 20 according to the invention are combined to form a fastening system 60 according to FIGS. 6a and 6b.
- a central fastening element 20-1 which has the mast tube 3, can also be fastened to the ground via one or more outer fastening elements 20-2.
- the outer fastening elements 20-2 rest in regions on a surface 62 of the central fastening element 20-1 facing away from the ground and, like the central fastening element 20-1, are fastened to the ground using corresponding screw-in sleeves 2, ground spikes 52 or ground wedges.
- the central fastening element 20-1 is therefore arranged in some areas between the ground and the outer fastening elements 20-2.
- the outer fastening elements 20-2 are not arranged in certain areas on the surface 62 facing away from the subsurface, but are arranged adjacent to the central fastening element 20-1, also lying flat on the subsurface.
- the central fastening element 20-1 and the outer fastening elements 20-2 touch with their lateral, vertically aligned lateral surfaces 64.
- the outer fastening elements 20-2 primarily prevent lateral displacement of the central fastening element.
- the invention is not limited to the excursion example shown; other design variants of the individual elements of the fastening element 20 and/or the solar fence 22 are also possible.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
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- Structural Engineering (AREA)
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- Sustainable Development (AREA)
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- Thermal Sciences (AREA)
- Chemical & Material Sciences (AREA)
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Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP22710055.9A EP4302023A1 (de) | 2021-03-05 | 2022-03-02 | Befestigungselement, insbesondere für solarpanele |
US18/549,102 US20240053062A1 (en) | 2021-03-05 | 2022-03-02 | Fastening element, in particular for solar panels |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102021105433 | 2021-03-05 | ||
DE102021105433.8 | 2021-03-05 | ||
DE102021134573.1 | 2021-12-23 | ||
DE102021134573.1A DE102021134573A1 (de) | 2021-03-05 | 2021-12-23 | Befestigungselement, insbesondere für Solarpanele |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2022184795A1 true WO2022184795A1 (de) | 2022-09-09 |
Family
ID=80739009
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2022/055320 WO2022184795A1 (de) | 2021-03-05 | 2022-03-02 | Befestigungselement, insbesondere für solarpanele |
Country Status (3)
Country | Link |
---|---|
US (1) | US20240053062A1 (de) |
EP (1) | EP4302023A1 (de) |
WO (1) | WO2022184795A1 (de) |
Citations (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1986001849A1 (en) * | 1984-09-12 | 1986-03-27 | Peter William Smart | Post-holder |
FR2669071A3 (fr) * | 1990-11-08 | 1992-05-15 | Formes Technologies Innovation | Dispositif pour ficher une tige dans un sol meuble. |
DE19634306A1 (de) * | 1996-08-24 | 1998-02-26 | Gerhard Blome Tillmann Fa | In den Erdboden einschraubbare Halterung für Pfähle |
DE19960854A1 (de) * | 1999-05-21 | 2001-03-29 | Klaus Krinner | System und Verfahren zur Befestigung eines Gegenstandes |
DE20117665U1 (de) * | 2001-10-29 | 2002-02-28 | Roemer Dietmar | Ständer (Sonnenschirmständer) |
GB2366306A (en) * | 2000-07-26 | 2002-03-06 | Gary James Aronsson | Post base |
US20040163336A1 (en) * | 2003-02-24 | 2004-08-26 | Hsu Shih Hao | Ground anchor having assembling structure |
DE102008026215A1 (de) | 2008-02-29 | 2009-12-03 | Peter Kellner | Schraubfundament |
US20110303262A1 (en) * | 2010-06-10 | 2011-12-15 | Wolter James F | Solar panel system with monocoque supporting structure |
DE202013102352U1 (de) * | 2012-05-29 | 2013-09-05 | Marketing 2000 Vertriebs Gmbh | Halterungssystem mit Bodendübel und multifunktionaler Eindrehhilfe |
US20160093756A9 (en) * | 2009-11-24 | 2016-03-31 | Charles Silver | Solar Photovoltaic Support and Tracking System with vertical adjustment capability |
CN105317262B (zh) * | 2015-10-30 | 2018-04-20 | 国网山东省电力公司东营供电公司 | 便捷应急电线杆 |
DE202019102642U1 (de) | 2019-05-10 | 2019-05-22 | Deutsche Schraubfundament Gmbh | Balkenwinkel und Bodenfundament mit Balkenwinkel |
-
2022
- 2022-03-02 WO PCT/EP2022/055320 patent/WO2022184795A1/de active Application Filing
- 2022-03-02 EP EP22710055.9A patent/EP4302023A1/de active Pending
- 2022-03-02 US US18/549,102 patent/US20240053062A1/en active Pending
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WO1986001849A1 (en) * | 1984-09-12 | 1986-03-27 | Peter William Smart | Post-holder |
FR2669071A3 (fr) * | 1990-11-08 | 1992-05-15 | Formes Technologies Innovation | Dispositif pour ficher une tige dans un sol meuble. |
DE19634306A1 (de) * | 1996-08-24 | 1998-02-26 | Gerhard Blome Tillmann Fa | In den Erdboden einschraubbare Halterung für Pfähle |
DE19960854A1 (de) * | 1999-05-21 | 2001-03-29 | Klaus Krinner | System und Verfahren zur Befestigung eines Gegenstandes |
GB2366306A (en) * | 2000-07-26 | 2002-03-06 | Gary James Aronsson | Post base |
DE20117665U1 (de) * | 2001-10-29 | 2002-02-28 | Roemer Dietmar | Ständer (Sonnenschirmständer) |
US20040163336A1 (en) * | 2003-02-24 | 2004-08-26 | Hsu Shih Hao | Ground anchor having assembling structure |
DE102008026215A1 (de) | 2008-02-29 | 2009-12-03 | Peter Kellner | Schraubfundament |
US20160093756A9 (en) * | 2009-11-24 | 2016-03-31 | Charles Silver | Solar Photovoltaic Support and Tracking System with vertical adjustment capability |
US20110303262A1 (en) * | 2010-06-10 | 2011-12-15 | Wolter James F | Solar panel system with monocoque supporting structure |
DE202013102352U1 (de) * | 2012-05-29 | 2013-09-05 | Marketing 2000 Vertriebs Gmbh | Halterungssystem mit Bodendübel und multifunktionaler Eindrehhilfe |
CN105317262B (zh) * | 2015-10-30 | 2018-04-20 | 国网山东省电力公司东营供电公司 | 便捷应急电线杆 |
DE202019102642U1 (de) | 2019-05-10 | 2019-05-22 | Deutsche Schraubfundament Gmbh | Balkenwinkel und Bodenfundament mit Balkenwinkel |
Also Published As
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EP4302023A1 (de) | 2024-01-10 |
US20240053062A1 (en) | 2024-02-15 |
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