EP3591140B1 - Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold - Google Patents
Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold Download PDFInfo
- Publication number
- EP3591140B1 EP3591140B1 EP18181690.1A EP18181690A EP3591140B1 EP 3591140 B1 EP3591140 B1 EP 3591140B1 EP 18181690 A EP18181690 A EP 18181690A EP 3591140 B1 EP3591140 B1 EP 3591140B1
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- European Patent Office
- Prior art keywords
- profile
- heavy
- duty
- ledger
- heavy duty
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- 238000004519 manufacturing process Methods 0.000 title claims description 23
- 238000000034 method Methods 0.000 title claims description 9
- 229910052782 aluminium Inorganic materials 0.000 claims description 7
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 7
- 238000001125 extrusion Methods 0.000 claims description 7
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229910000838 Al alloy Inorganic materials 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
- E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
Definitions
- the invention relates to a heavy duty harrow, a framework, a method for producing a heavy duty harrow and a method for producing a framework according to the preamble of the independent claims.
- the disadvantage of the known frame part is that it consists of an extruded profile which is provided with a profile for reinforcement.
- a scaffolding ledger which consists of two partial profiles, the lower profile having recesses for the vertical implementation of scaffolding elements.
- the disadvantage of the known scaffolding ledger is that the two partial profiles have to be connected to one another by welding and so the production is labor-intensive and correspondingly expensive.
- a framework element which consists of two partial profiles.
- one of the partial profiles is designed as a round profile, in another exemplary embodiment one of the partial profiles is designed as a U-profile.
- a scaffold beam made of aluminum with an upper profile, a middle profile and a lower profile is known.
- Another disadvantage of this framework element is that two partial profiles have to be connected to one another during the manufacture of the element.
- the object is achieved by a heavy duty harrow, a method for producing a heavy duty harrow and a method for producing a framework according to the independent and dependent claims.
- a heavy duty harrow for use on a frame comprises an upper profile, a middle profile and a lower profile.
- the upper profile is designed in such a way that fastening means for fastening the heavy duty bolt can be fastened to the upper profile.
- the heavy duty harrow is designed in such a way that the upper profile, the middle profile and the lower profile are formed in one piece.
- the heavy duty harrow can thus be manufactured in a single piece. Due to the design of the upper profile, a simple attachment of the fastening device for connecting the heavy duty bolt to other frame parts can be ensured and the production of the heavy duty bolt (including the connecting device) can be further simplified.
- One-piece means that the three profiles of the heavy-duty bolt are made from a single material in one piece and that several separate pieces are not joined together to form a heavy-duty bolt using a connection technique.
- the upper profile, the middle profile and the lower profile differ from one another in terms of shape, orientation and / or thickness of the material, at least insofar as they are directly adjacent profiles.
- the fastening elements are designed as recesses on the upper profile.
- the fastening elements can be designed in such a way that a fastening device, for example a wedge head, can easily be attached in the heavy-duty harrow.
- a fastening device can be inserted into the profile and fixed via the fastening elements.
- the fastening elements can therefore comprise holes.
- the fastening element in the upper profile can be designed in such a way that a fastening device can be clicked into the fastening elements without tools. There is no need to tighten screws or other fasteners. This further simplifies the manufacture of the heavy duty harrow.
- a lower profile of the heavy duty bolt is designed as a U-profile or a round profile. It has proven to be advantageous that a U-profile has a high level of strength and buckling resistance. This makes it possible to manufacture the heavy duty harrow with less heavy materials, in particular with light metal.
- the center profile of the heavy duty bolt has at least two recesses for the implementation of scaffolding elements.
- the heavy duty harrow can be built into a scaffold, whereby transverse elements running perpendicular to the heavy duty harrow can also be built into the scaffold.
- a heavy duty harrow can be used particularly universally due to the cutouts and is suitable for the construction of various scaffolding.
- the same heavy duty harrow can be used for different scaffolding structures.
- the cutouts are designed as essentially rectangular cutouts. Cutouts in other Embodiments such as oval or N-cornered recesses are also conceivable.
- the heavy duty harrow has at least one recess of a first type with a first length in the direction of the longitudinal axis.
- the heavy duty harrow also has a recess of a second type with a second length in the direction of the longitudinal axis.
- the first and second lengths differ in size.
- the longitudinal axis runs along the length of the heavy duty harrow.
- the heavy duty harrow comprises a plurality, in particular four or three, recesses of a first type and a plurality, in particular five or four or three or two, recesses of a second type.
- the first type of recess is longer in the direction of the longitudinal axis than the second Type of recess.
- the central profile has a wall thickness of 1 mm to 6 mm, preferably 2-5 mm, particularly preferably a wall thickness of 3 mm.
- the wall thicknesses of the upper profile and the lower profile are preferably in the range of 2-7mm, in particular 3-5mm.
- the upper profile comprises a wedge head for fastening the heavy duty bolt to a perforated disk of a vertical post.
- a wedge head is a head which is designed to accommodate a wedge and a perforated disk, the perforated disk being able to be guided into the wedge head and the wedge head being insertable in a form-fitting manner by inserting the wedge into a hole in the perforated disk.
- Such wedge heads are well known from the prior art.
- the heavy duty bolt comprises holes in the upper profile for fastening the wedge head.
- the lower profile or the central profile and the lower profile are at least partially trapezoidal in longitudinal section.
- the result is a heavy duty harrow that is stable due to the middle profile and the lower profile and yet can easily be attached between vertical posts, as the trapezoidal shape allows the heavy duty harrow to be easily inserted between the vertical posts.
- the upper and lower profiles are preferably round or U-profiles.
- the center profile is preferably a web. This information applies to the cross-section.
- the heavy duty harrow is made of light metal.
- the heavy duty bar is made of aluminum or an aluminum alloy, in particular an aluminum extrusion process.
- the heavy duty harrows can thus be moved without great effort, especially lifted upwards.
- the lightweight construction of the heavy duty harrow means that it can be handled by just one person. This simplifies the use of the heavy duty harrow.
- the central profile in cross section has only one contact with the upper and / or lower profile.
- the heavy duty harrow is particularly simple and stable, that is to say reinforced by the central profile and the lower profile.
- the length of the lower profile is 50% to 150% of the length of the lower profile in cross section. In cross section, the length of the lower profile is preferably 75% to 125%, particularly preferably 70% to 110% of the length of the central profile.
- the length of the upper profile is 40% to 140% of the length of the lower profile in cross section.
- a scaffold according to claim 7 also leads to the solution of the object.
- the scaffold comprises at least one heavy duty bar as described above and below.
- the frame further comprises at least a first vertical post and a second vertical post.
- the heavy duty harrow is attached vertically to the two vertical posts.
- the object is also achieved by a method according to claim 9 for producing a heavy duty harrow.
- the heavy duty harrow as described above is produced by extrusion.
- the method for producing the heavy duty bar comprises a further step in which recesses are cut out.
- cutouts are made from the central profile.
- the recesses are preferably milled. However, cutting or eroding would also be conceivable.
- the heavy duty harrow in a first step, can thus be manufactured from one piece, that is to say in one piece. Then, in a second step, this can be provided with cutouts by mechanical processing so that, despite the one-piece production, the implementation of scaffolding elements through the heavy-duty bolt is made possible.
- the simple and economical production can thus be used without having to forego the flexibility in the framework construction, which is made possible by the cutouts.
- a method according to claim 11 for producing a framework also leads to the solution of the object.
- a heavy-duty harrow is mounted between two vertical posts as described above and below.
- the framework can be reinforced with additional elements.
- FIG. 1 shows a first embodiment of a heavy duty bar 1.
- the heavy duty bar 1 consists of an upper profile 3, a middle profile 4 and a lower profile 5.
- the heavy duty bar 1 is produced in this embodiment by aluminum extrusion.
- the upper profile 3, the middle profile 4 and the lower profile 5 are made in one piece.
- the upper profile 3 and also the lower profile 5 are designed as a round profile.
- the central profile 4 and the lower round profile 5 have a trapezoidal shape in longitudinal section.
- the upper profile 3 comprises fastening means 7 at both ends in the form of bores 7, into each of which a wedge head 7 is clicked.
- the wedge head 7 is thus connected to the heavy duty bolt 1 and enables the heavy duty bolt 1 to be connected to other scaffolding elements via the wedge of the wedge head 7.
- Four recesses 6 are made in the central profile 4. The recesses 6 are evenly spaced along the length of the central profile 4.
- the bores 7 are designed and arranged on the upper profile 7 in such a way that a wedge head 7 with appropriate attachments matched to the bore can be clicked into the upper profile 3 at both ends of the heavy duty bolt 1.
- the wedge heads 7 can thus be attached to the upper profile 3 by simply clicking them in.
- the wedge head 7 enables the heavy duty bolt 3 to be attached to other scaffolding elements.
- Figure 4 shows the cross section of the heavy duty harrow 1 from Figure 3 along the line BB in Figure 3 .
- the upper profile 3 is designed as a round profile.
- the center profile 4 is designed as a straight profile.
- the lower profile 5 is designed as a U-profile.
- the U-profile is designed with U-parts running perpendicular to one another.
- the U-profile comprises a lower U-part running perpendicular to the middle profile 4 and two further U-parts running perpendicular to this lower U-part.
- an attachment is formed in the middle, on which the middle profile 4 attaches.
- the U-parts running vertically in each case are reinforced at the bottom, that is to say at the ends that lead away from the lower U-part.
- the wedge lies in the wedge head 7 in such a way that it partially penetrates the two openings, it enables a form fit with a further frame element arranged in the slot and designed accordingly.
- the further element can, for example, be a perforated disk which can be inserted into the slot of the wedge head 7 and in which the holes are designed so that the wedge can be guided into them in a form-fitting manner.
- the first of the six exemplary embodiments is shown in FIG Figure 6 shown.
- This embodiment is shorter than all others in Figure 6 shown embodiments. It has three recesses 6 in the central profile 4, with two recesses 6 of a first type and one recess 6 of a second type.
- the recesses 6 of the first type are made longer in the horizontal direction than the recess 6 of the second type.
- the upper profile 3 begins at a distance 9 (98.5 mm) from a virtual zero line.
- the center of the single recess 6 of the second type, which, viewed from the left, represents the first recess 6, has a distance 10 (500 mm) from the zero line.
- this recess 6 of the second type there is a distance 11 (200 mm) to the center of the first recess 6 of the first type (middle recess). From this center there is a distance 13 (300 mm) to the center of the second recess 6 of the first type (right recess).
- the distance 12 is 1500 mm.
- the length of the heavy duty harrow 1 results from the distance 12 (1500 mm) minus twice the distance 9 (98.5 mm) and is 1303 mm.
- a distance of 14 results from the center of this cutout arranged on the outside on the right to the center of the cutout of the first type present on the left.
- the distances between the other recesses 6 can be taken from the description of the first exemplary embodiment.
- the fourth embodiment of the heavy duty harrow 1 (the fourth heavy duty harrow 1 from above) is again longer than the heavy duty harrow 1 of the third embodiment.
- the approximate length of the heavy duty harrow 1 results from the sum of the distances 12 (1500 mm), 16 (500 mm), 17 (500 mm) and 18 (500 mm).
- This heavy duty harrow 1 comprises the same number of cutouts 6 as the third exemplary embodiment, the middle cutout being further spaced from the other cutouts.
- the heavy duty harrow 1 of the fifth exemplary embodiment is again made longer than the heavy duty harrow 1 of the fourth Embodiment.
- the approximate length of the heavy duty harrow 1 results from the sum of the distances 12 (1500 mm), 16 (500 mm), 17 (500 mm), 18 (500 mm) and 19 (500 mm).
- the fifth exemplary embodiment has a further central recess of the second type. This exemplary embodiment thus has two recesses 6 of the second type in the middle.
- FIG. 7 shows a heavy duty harrow 1 according to the invention in engagement with two vertical posts 8.
- the heavy duty harrow 1 can be any embodiment according to FIGS Figures 1-6 act.
Description
Die Erfindung betrifft einen Schwerlastriegel, ein Gerüst, ein Verfahren zur Herstellung eines Schwerlastriegels sowie ein Verfahren zur Herstellung eines Gerüsts gemäss dem Oberbegriff der unabhängigen Ansprüche.The invention relates to a heavy duty harrow, a framework, a method for producing a heavy duty harrow and a method for producing a framework according to the preamble of the independent claims.
Es ist bei Schwerlastriegel bekannt, dass diese aufgrund der hohen Festigkeitsanforderungen vorwiegend aus Stahl in Form von mehreren Teilprofilen hergestellt und anschliessend beispielsweise durch Schweissen miteinander verbunden werden. Dieser Aufbau aus mehreren Teilprofilen ist insbesondere in der Herstellung nachteilig, da die einzelnen Teile aufwendig miteinander verbunden werden müssen. Weiter werden solche Schwerlastriegel aufgrund der Festigkeitsanforderungen meistens aus Stahl hergestellt und sind deshalb verhältnismässig schwer.It is known that heavy duty harrows, due to the high strength requirements, are mainly made of steel in the form of several partial profiles and then connected to one another, for example by welding. This construction of several partial profiles is particularly disadvantageous in terms of production, since the individual parts have to be connected to one another in a complex manner. Furthermore, due to the strength requirements, such heavy duty bars are mostly made of steel and are therefore relatively heavy.
Aus der
Nachteilig bei dem bekannten Gerüstteil ist, dass dieses aus einem Stangpressprofil besteht, welches zur Verstärkung mit einem Profil versehen wird.The disadvantage of the known frame part is that it consists of an extruded profile which is provided with a profile for reinforcement.
Aus der
Nachteilig bei dem bekannten Gerüstriegel ist, dass die beiden Teilprofile durch Schweissen miteinander verbunden werden müssen und so die Herstellung arbeitsintensiv und entsprechend teuer ist.The disadvantage of the known scaffolding ledger is that the two partial profiles have to be connected to one another by welding and so the production is labor-intensive and correspondingly expensive.
Aus der
Nachteilig bei diesem Gerüstelement ist wiederum, dass bei der Herstellung des Elements zwei Teilprofile miteinander verbunden werden müssen.Another disadvantage of this framework element is that two partial profiles have to be connected to one another during the manufacture of the element.
Es ist die Aufgabe der vorliegenden Erfindung einen Schwerlastriegel zu schaffen, welcher die Nachtteile des Standes der Technik vermeidet und insbesondere einen Schwerlastriegel gemäss Anspruch 1, ein Gerüst gemäss Anspruch 7, ein Verfahren gemäss Anspruch 9 zur Herstellung eines Schwerlastriegels sowie ein Verfahren gemäss Anspruch 11 zur Herstellung eines Gerüstes zu schaffen, bei welchen der Schwerlastriegel besonders einfach herstellbar, leicht und dennoch fest ausgebildet ist.It is the object of the present invention to create a heavy duty bar which avoids the night parts of the prior art and in particular a heavy duty bar according to
Die Aufgabe wird durch einen Schwerlastriegel, ein Verfahren zur Herstellung eines Schwerlastriegels sowie ein Verfahren zur Herstellung eines Gerüsts gemäss den unabhängigen und abhängingen Ansprüchen gelöst.The object is achieved by a heavy duty harrow, a method for producing a heavy duty harrow and a method for producing a framework according to the independent and dependent claims.
Erfindungsgemäss umfasst ein Schwerlastriegel gemäss Anspruch 1 zur Verwendung an einem Gerüst ein oberes Profil, ein Mittenprofil und ein unteres Profil. Das obere Profil ist derart ausgebildet, dass Befestigungsmittel zur Befestigung des Schwerlastriegels am oberen Profil befestigbar sind. Der Schwerlastriegel ist erfindungsgemäss so ausgebildet, dass das obere Profil, das Mittenprofil und das untere Profil einstückig ausgebildet sind.According to the invention, a heavy duty harrow for use on a frame comprises an upper profile, a middle profile and a lower profile. The upper profile is designed in such a way that fastening means for fastening the heavy duty bolt can be fastened to the upper profile. According to the invention, the heavy duty harrow is designed in such a way that the upper profile, the middle profile and the lower profile are formed in one piece.
Vorteilhaft erweist sich, dass so der Herstellung des Schwerlastriegels vereinfacht wird, da das Verbinden von verschiedenen Teilprofilen entfällt. Der Schwerlastriegel kann so in einem einzigen Stück hergestellt werden. Durch die Ausgestaltung des oberen Profils kann ein einfaches Anbringen der Befestigungsvorrichtung zur Verbindung des Schwerlastriegels mit anderen Gerüstteilen sichergestellt werden und so die Herstellung des Schwerlastriegels (inklusive Verbindungsvorrichtung) weiter vereinfacht werden.It has proven to be advantageous that this simplifies the manufacture of the heavy duty bolt, since there is no need to connect different partial profiles. The heavy duty harrow can thus be manufactured in a single piece. Due to the design of the upper profile, a simple attachment of the fastening device for connecting the heavy duty bolt to other frame parts can be ensured and the production of the heavy duty bolt (including the connecting device) can be further simplified.
Mit einstückig ist gemeint, dass die drei Profile des Schwerlastriegels aus einem einzigen Material in einem Stück hergestellt sind und nicht mehrere separate Stücke durch eine Verbindungstechnik zu einem Schwerlastriegel zusammengefügt werden.One-piece means that the three profiles of the heavy-duty bolt are made from a single material in one piece and that several separate pieces are not joined together to form a heavy-duty bolt using a connection technique.
Das obere Profil, das Mittenprofil und das untere Profil unterscheiden sich voneinander in Form, Ausrichtung und/oder dicke des Materials, zumindest soweit es sich um direkt aneinander angrenzende Profile handelt.The upper profile, the middle profile and the lower profile differ from one another in terms of shape, orientation and / or thickness of the material, at least insofar as they are directly adjacent profiles.
Die Befestigungselemente sind in einer Ausführungsform als Aussparungen am oberen Profil ausgeführt. Die Befestigungselemente können so ausgeführt sein, dass eine Befestigungsvorrichtung, beispielsweise eine Keilkopf einfach im Schwerlastriegel anbringbar ist. Für den Fall eines hohlen Profils kann eine Befestigungsvorrichtung in das Profil eingeführt und über die Befestigungselemente fixiert werden. Die Befestigungselemente können daher Löcher umfassen. Beispielsweise kann das Befestigungselement im oberen Profil so ausgeführt sein, dass eine Befestigungsvorrichtung ohne Werkzeug in die Befestigungselemente eingeklickt werden kann. So entfällt das Anziehen von Schrauben oder anderen Befestigungsmitteln. Die Herstellung des Schwerlastriegels wird dadurch weiter vereinfacht.In one embodiment, the fastening elements are designed as recesses on the upper profile. The fastening elements can be designed in such a way that a fastening device, for example a wedge head, can easily be attached in the heavy-duty harrow. In the case of a hollow profile, a fastening device can be inserted into the profile and fixed via the fastening elements. The fastening elements can therefore comprise holes. For example, the fastening element in the upper profile can be designed in such a way that a fastening device can be clicked into the fastening elements without tools. There is no need to tighten screws or other fasteners. This further simplifies the manufacture of the heavy duty harrow.
In einer bevorzugten Ausführungsform ist das obere Profil des Schwerlastriegels als Rundprofil ausgebildet.In a preferred embodiment, the upper profile of the heavy duty bolt is designed as a round profile.
Vorteilhaft erweist sich, dass ein Rundprofil eine besonders vorteilhafte Festigkeit und gleichmässige Kraftverteilung ermöglicht. Ein Rundprofil ermöglicht weiter ein einfaches Einsetzen einer Befestigungsvorrichtung, wobei das Rundprofil die Befestigungsvorrichtung zu gleich wenigstens teilweise umgibt und somit diese von schlechten Witterungsbedingungen schützt.It has proven to be advantageous that a round profile enables particularly advantageous strength and uniform force distribution. A round profile also enables a simple insertion of a fastening device, the round profile at least partially surrounding the fastening device at the same time and thus protecting it from bad weather conditions.
In einer bevorzugten Ausführungsform ist ein unteres Profil des Schwerlastriegels als U-Profil oder Rundprofil ausgebildet. Vorteilhaft erweist sich, dass ein U-Profil eine hohe Festigkeit und Knicksteifigkeit aufweist. Dies ermöglicht es den Schwerlastriegel mit weniger schweren Materialien, insbesondere mit Leichtmetall herzustellen.In a preferred embodiment, a lower profile of the heavy duty bolt is designed as a U-profile or a round profile. It has proven to be advantageous that a U-profile has a high level of strength and buckling resistance. This makes it possible to manufacture the heavy duty harrow with less heavy materials, in particular with light metal.
Erfindungsgemäss weist das Mittenprofil des Schwerlastriegels wenigstens zwei Aussparungen zur Durchführung von Gerüstelementen auf.According to the invention, the center profile of the heavy duty bolt has at least two recesses for the implementation of scaffolding elements.
So kann der Schwerlastriegel in einem Gerüst verbaut werden, wobei auch zum Schwerlastriegel senkrecht verlaufende Querelemente im Gerüst verbaut werden können. Ein solcher Schwerlastriegel ist auf Grund der Aussparungen besonders universell einsetzbar und zum Aufbau von verschiedenen Gerüsten geeignet. Es kann derselbe Schwerlastriegel für verschiedene Gerüstkonstruktionen verwendet werden.Thus, the heavy duty harrow can be built into a scaffold, whereby transverse elements running perpendicular to the heavy duty harrow can also be built into the scaffold. Such a heavy duty harrow can be used particularly universally due to the cutouts and is suitable for the construction of various scaffolding. The same heavy duty harrow can be used for different scaffolding structures.
Die Aussparungen sind in einer Ausführungsform als im Wesentlichen rechteckige Aussparung ausgeführt. Aussparungen in anderer Ausführungsform wie beispielsweise oval oder N-eckig Aussparungen sind ebenfalls denkbar.In one embodiment, the cutouts are designed as essentially rectangular cutouts. Cutouts in other Embodiments such as oval or N-cornered recesses are also conceivable.
Erfindungsgemäss weist der Schwerlastriegel wenigstens eine Aussparung einer ersten Art mit einer in Richtung der Längsachse ersten Länge auf. Der Schwerlastriegel weist ebenfalls eine Aussparung einer zweiten Art mit einer in Richtung der Längsachse zweiten Länge auf. Die erste und die zweite Länge unterscheiden sich in ihrer Grösse.According to the invention, the heavy duty harrow has at least one recess of a first type with a first length in the direction of the longitudinal axis. The heavy duty harrow also has a recess of a second type with a second length in the direction of the longitudinal axis. The first and second lengths differ in size.
Die Langsachse läuft entlang der Länge des Schwerlastriegels.The longitudinal axis runs along the length of the heavy duty harrow.
Dies erlaubt eine flexiblere Ausgestaltung eines Gerüstes mit diesem erfindungsgemässen Schwerlastriegel. Insbesondere können so Querelemente von verschiedenen Grössen verwendet werden.This allows a more flexible design of a framework with this heavy duty harrow according to the invention. In particular, transverse elements of different sizes can be used in this way.
In einer Ausführungsform umfasst der Schwerlastriegel eine Vielzahl, insbesondere vier oder drei, Aussparungen einer ersten Art und eine Vielzahl, insbesondere fünf oder vier oder drei oder zwei, Aussparungen einer zweiten Art. Die erste Art Aussparung ist in Richtung der Längsachse länger ausgebildet als die zweite Art der Aussparung.In one embodiment, the heavy duty harrow comprises a plurality, in particular four or three, recesses of a first type and a plurality, in particular five or four or three or two, recesses of a second type. The first type of recess is longer in the direction of the longitudinal axis than the second Type of recess.
Solche Schwerlastriegel erlauben eine grosse Vielfallt im Aufbau von Gerüsten.Such heavy duty harrows allow a great variety in the construction of scaffolding.
In einer Ausführungsform weist das Mittenprofil eine Wandstärke von 1 mm bis 6 mm, bevorzugt von 2-5 mm besonders bevorzugt eine Wandstärke von 3 mm auf. Die Wanddicken des oberen Profils und des unteren Profils lieben bevorzugt im Bereich von 2-7mm, insbesondere 3-5mm.In one embodiment, the central profile has a wall thickness of 1 mm to 6 mm, preferably 2-5 mm, particularly preferably a wall thickness of 3 mm. The wall thicknesses of the upper profile and the lower profile are preferably in the range of 2-7mm, in particular 3-5mm.
Solche Wandstärken erlauben es Schwerlastriegel herzustellen, die eine ausreichende Festigkeit aufweisen.Such wall thicknesses allow heavy duty bars to be produced which have sufficient strength.
In einer bevorzugten Ausführungsform umfasst das obere Profil einen Keilkopf zur Befestigung des Schwerlastriegels an einer Lochscheibe eines Vertikalstiels.In a preferred embodiment, the upper profile comprises a wedge head for fastening the heavy duty bolt to a perforated disk of a vertical post.
Ein Keilkopf ist ein Kopf, welcher zur Aufnahme eines Keils und einer Lochscheibe ausgestaltet ist, wobei die Lochscheibe in den Keilkopf führbar ist und der Keilkopf durch Einbringen des Keils in ein Loch der Lochscheibe formschlüssig einführbar ist. Solche Keilköpfe sind aus dem Stand der Technik bestens bekannt.A wedge head is a head which is designed to accommodate a wedge and a perforated disk, the perforated disk being able to be guided into the wedge head and the wedge head being insertable in a form-fitting manner by inserting the wedge into a hole in the perforated disk. Such wedge heads are well known from the prior art.
In einer Ausführungsform umfasst der Schwerlastriegel im oberen Profil Löcher zur Befestigung des Keilkopfs.In one embodiment, the heavy duty bolt comprises holes in the upper profile for fastening the wedge head.
Vorteilhaft erweist sich, dass so der Keilkopf einfach mit dem oberen Profil verbunden werden kann. In einer Ausführungsform sind der Keilkopf und die Löcher so ausgeführt, dass der Keilkopf in die Löcher eingeklickt werden kann. Dies ermöglicht eine besonders einfache Verbindung des Keilkopfs mit dem oberen Profil, ohne dass dazu Werkzeuge benötig werden.It has proven to be advantageous that the wedge head can easily be connected to the upper profile in this way. In one embodiment, the wedge head and the holes are designed so that the wedge head can be clicked into the holes. This enables a particularly simple connection of the wedge head to the upper profile without the need for tools.
In einer bevorzugten Ausführungsform sind das untere Profil oder das Mittenprofil und das untere Profil im Längsschnitt wenigstens teilweise trapezförmig ausgebildet.In a preferred embodiment, the lower profile or the central profile and the lower profile are at least partially trapezoidal in longitudinal section.
So entsteht ein Schwerlastriegel, der auf Grund des Mittenprofils und des unteren Profils stabil ist und dennoch einfach zwischen Vertikalstielen angebracht werden kann, da die Trapezform ein einfaches Einführen des Schwerlastriegels zwischen die Vertikalstiele ermöglicht.The result is a heavy duty harrow that is stable due to the middle profile and the lower profile and yet can easily be attached between vertical posts, as the trapezoidal shape allows the heavy duty harrow to be easily inserted between the vertical posts.
Bevorzugt sind das obere und das untere Profil Rund - oder U-Profile. Das Mittenprofil ist bevorzugt ein Steg. Diese Angaben gelten für den Querschnitt.The upper and lower profiles are preferably round or U-profiles. The center profile is preferably a web. This information applies to the cross-section.
In einer bevorzugten Ausführungsform ist der Schwerlastriegel aus Leichtmetall gebildet. In einer besonders bevorzugten Ausführungsform ist der Schwerlastriegel aus Aluminium oder einer Aluminiumlegierung, insbesondere einer Aluminium-Strangpressverfahren gebildet.In a preferred embodiment, the heavy duty harrow is made of light metal. In a particularly preferred embodiment, the heavy duty bar is made of aluminum or an aluminum alloy, in particular an aluminum extrusion process.
So entstehen Schwerlastriegel, welche besonders leicht und deshalb besonders einfach handhabbar sind. Die Schwerlastriegel können so ohne grosse Anstrengung bewegt, insbesondere in die Höhe gehoben werden. Der Leichtbau der Schwerlastriegel ermöglicht die Handhabung des Riegels durch nur eine Person. So wird die Verwendung des Schwerlastriegels vereinfacht.This creates heavy duty harrows that are particularly light and therefore particularly easy to handle. The heavy duty harrows can thus be moved without great effort, especially lifted upwards. The lightweight construction of the heavy duty harrow means that it can be handled by just one person. This simplifies the use of the heavy duty harrow.
In einer bevorzugten Ausführungsform weisst das Mittenprofil im Querschnitt nur einen Kontakt zum oberen und/oder unteren Profil auf.In a preferred embodiment, the central profile in cross section has only one contact with the upper and / or lower profile.
Vorteilhaft erweist sich, dass so der Schwerlastriegel besonders einfach und stabil, das heisst durch das Mittenprofil und das unter Profil verstärkt ausgebildet ist.It has proven to be advantageous that the heavy duty harrow is particularly simple and stable, that is to say reinforced by the central profile and the lower profile.
In einer Ausführungsform ist im Querschnitt die Länge des unteren Profils 50 % bis 150 % der Länge des unteren Profils. Bevorzugt ist im Querschnitt die Länge des unteren Profils 75 % bis 125 %, besonders bevorzugt 70 % bis 110 % der Länge des Mittenprofils.In one embodiment, the length of the lower profile is 50% to 150% of the length of the lower profile in cross section. In cross section, the length of the lower profile is preferably 75% to 125%, particularly preferably 70% to 110% of the length of the central profile.
In einer Ausführungsform ist im Querschnitt die Länge des oberen Profils 40 % bis 140 % der Länge des unteren Profils. Bevorzugt ist im Querschnitt die Länge des oberen Profils 60 % bis 120 %, besonders bevorzugt 70 % bis 110 % der Länge des unteren Profils.In one embodiment, the length of the upper profile is 40% to 140% of the length of the lower profile in cross section. Prefers In cross section, the length of the upper profile is 60% to 120%, particularly preferably 70% to 110% of the length of the lower profile.
Somit erhält man ein optimales Verhältnis von Kraftverteilung und Gewicht.This gives you an optimal ratio of force distribution and weight.
Zur Lösung der Aufgabe führt ebenfalls ein Gerüst gemäss Anspruch 7. Das Gerüst umfasst wenigstens einen Schwerlastriegel wie vorangehende und im Folgenden beschrieben. Das Gerüst umfasst weiter zumindest einen ersten Vertikalstiel und einen zweiten Vertikalstiel. Der Schwerlastriegel ist senkrecht an den beiden Vertikalstielen befestigt.A scaffold according to
Vorteilhaft erweist sich, dass ein solches Gerüst durch die hohe Festigkeit des Schwerlastriegels stabil und dennoch leicht ist, da der Schwerlastriegel aufgrund der formbedingten hohen Fettigkeit aus einem entsprechend leichten Material ausgebildet werden kann.It has proven to be advantageous that such a framework is stable and yet light due to the high strength of the heavy duty bar, since the heavy duty bar can be made of a correspondingly light material due to the high fat content due to its shape.
In einer bevorzugten Ausführungsform verlaufen vertikal durch die Aussparungen des Schwerlastriegels Gerüstelemente.In a preferred embodiment, scaffolding elements run vertically through the recesses of the heavy duty bolt.
Die Festigkeit des Gerüstes kann durch weitere Elemente, welche durch die Aussparungen der Schwerlastriegels geführt werden verstärkt werden. Ein Gerüst mit einem Schwerlastriegel mit Aussparungen erlaubt so eine Vielzahl verschiedener Gerüstkonstruktion, ohne dabei auf einen anderen Schwerlastriegel angewiesen zu sein.The strength of the scaffolding can be reinforced by additional elements that are guided through the recesses in the heavy duty bolt. A scaffolding with a heavy duty harrow with recesses allows a variety of different scaffolding constructions without having to rely on another heavy duty harrow.
Die Aufgabe wird ebenfalls durch ein Verfahren gemäss Anspruch 9 zur Herstellung eines Schwerlastriegels gelöst. Der Schwerlastriegel wie vorangehend beschrieben wird durch Strangpressen hergestellt.The object is also achieved by a method according to claim 9 for producing a heavy duty harrow. The heavy duty harrow as described above is produced by extrusion.
Strangpressen erlaubt die Herstellung des Schwerlastriegels aus einem Stück. Das aufwändige manuelle Verbinden von einzelnen Profilteilen entfällt. Die Herstellung des Schwerlastriegels kann so besonders ökonomisch ausgeführt werden.Extrusion allows the heavy duty harrow to be manufactured from one piece. The time-consuming manual connection of individual profile parts is no longer necessary. The production of the heavy duty harrow can thus be carried out particularly economically.
In einer bevorzugten Ausführungsform umfasst das Verfahren zur Herstellung des Schwerlastriegels einen weiteren Schritt, in welchem Aussparungen ausgenommen werden. Bei einer besonders bevorzugten Ausführungsform werden Aussparungen aus dem Mittenprofil ausgenommen. Die Aussparungen werden bevorzugt gefräst. Denkbar wäre jedoch auch schneiden oder erodieren.In a preferred embodiment, the method for producing the heavy duty bar comprises a further step in which recesses are cut out. In a particularly preferred embodiment, cutouts are made from the central profile. The recesses are preferably milled. However, cutting or eroding would also be conceivable.
Der Schwerlastriegel kann so in einem ersten Schritt aus einem Stück, das heisst einstückig hergestellt werden. Anschliessend, in einem zweiten Schritt kann dieser durch mechanische Bearbeitung mit Aussparungen versehen werden, sodass trotz der einstückigen Herstellung die Durchführung von Gerüstelementen durch den Schwerlastriegel ermöglicht wird. So kann die einfache und ökonomische Herstellung eingesetzt werden, ohne dabei auf die Flexibilität in der Gerüstkonstruktion, welche durch die Aussparungen ermöglicht werden, verzichten zu müssen.In a first step, the heavy duty harrow can thus be manufactured from one piece, that is to say in one piece. Then, in a second step, this can be provided with cutouts by mechanical processing so that, despite the one-piece production, the implementation of scaffolding elements through the heavy-duty bolt is made possible. The simple and economical production can thus be used without having to forego the flexibility in the framework construction, which is made possible by the cutouts.
Zur Lösung der Aufgabe führt ebenfalls ein Verfahren gemäss Anspruch 11 zur Herstellung eines Gerüsts. Beim Verfahren wird ein Schwerlastriegel wie vorangehend und im Folgenden beschrieben zwischen zwei Vertikalstielen montiert.A method according to claim 11 for producing a framework also leads to the solution of the object. When moving, a heavy-duty harrow is mounted between two vertical posts as described above and below.
So entsteht ein Gerüst, wie vorangehend beschrieben, in welchem der vorteilhafte Schwerlastriegel verbaut ist und welches sich daher durch eine besonders hohe Festigkeit, vielfältige Gerüstkonstruktionsmöglichkeiten bei verhältnismässig leichter Bauweise ermöglicht.The result is a scaffold, as described above, in which the advantageous heavy-duty harrow is installed and which therefore enables a wide range of scaffolding construction options with a relatively light construction due to its particularly high strength.
In einer bevorzugten Ausführungsform umfasst das Verfahren zur Herstellung des Gerüstes in einem weiteren Schritt das Einführen eines senkrecht zum Schwerlastriegel verlaufen Gerüstelements in eine Aussparung des Schwerlastriegels.In a preferred embodiment, the method for producing the scaffolding comprises, in a further step, the introduction of a scaffolding element running perpendicular to the heavy-duty bolt into a recess in the heavy-duty bolt.
So kann das Gerüst durch weitere Elemente verstärkt werden.In this way, the framework can be reinforced with additional elements.
Die Erfindung wird im Folgenden anhand von Ausführungsbeispielen weiter erläutert. Hierbei zeigen:
- Figur 1:
- Eine schematische Darstellung eines nicht erfindungsgemässen Schwerlastriegels in einer ersten Ausführungsform in einer Längsansicht.
- Figur 2:
Schwerlastriegel aus Figur 1 im Querschnitt entlang der Linie A-A.- Figur 3:
- Eine weitere Ausführungsform eines nicht erfindungsgemässen Schwerlastriegel in Längsansicht.
- Figur 4:
Schwerlastriegel aus Figur 3 in einem Querschnitt entlang der Linie B-B.- Figur 5:
- Der
Schwerlastriegel aus Figur 1 in einer Seitenansicht. - Figur 6:
- Sechs verschiedene Ausführungsform eines erfindungsgemässen Schwerlastriegel in Längsansicht.
- Figur 7:
- Ausführungsbeispiel eines erfindungsgemässen Gerüsts.
- Figure 1:
- A schematic representation of a heavy duty bar not according to the invention in a first embodiment in a longitudinal view.
- Figure 2:
- Heavy duty harrow
Figure 1 in cross section along the line AA. - Figure 3:
- Another embodiment of a heavy duty harrow according to the invention in a longitudinal view.
- Figure 4:
- Heavy duty harrow
Figure 3 in a cross section along the line BB. - Figure 5:
- The heavy duty harrow
Figure 1 in a side view. - Figure 6:
- Six different embodiments of a heavy duty harrow according to the invention in a longitudinal view.
- Figure 7:
- Embodiment of a scaffold according to the invention.
Das erste der sechs Ausführungsbeispiele ist oben in
Das zweite der sechs Ausführungsbeispiele, welches das zweitoberste der
Das dritte Ausführungsbeispiel in
Das vierte Ausführungsbeispiel des Schwerlastriegels 1 (der vierte Schwerlastriegel 1 von oben) ist wiederum länger als der Schwerlastriegel 1 des dritten Ausführungsbeispiels. Die ungefähre Länge des Schwerlastriegels 1 ergibt sich aus der Summe der Distanzen 12 (1500 mm), 16 (500 mm), 17 (500 mm) und 18 (500 mm). Dieser Schwerlastriegel 1 umfasst dieselbe Anzahl an Aussparung 6 wie das dritte Ausführungsbeispiel, wobei die mittlere Aussparung weiter von den anderen Aussparungen beabstandet ist.The fourth embodiment of the heavy duty harrow 1 (the fourth
Der Schwerlastriegel 1 des fünften Ausführungsbeispiels ist wiederum länger ausgebildet als der Schwerlastriegel 1 des vierten Ausführungsbeispiels. Die ungefähre Länge des Schwerlastriegels 1 ergibt sich aus der Summe der Distanzen 12 (1500 mm), 16 (500 mm), 17 (500 mm), 18 (500 mm) und 19 (500 mm). Im Vergleich zum vierten Ausführungsbeispiel weist das fünfte Ausführungsbeispiel eine weitere mittige Aussparung der zweiten Art auf. Dieses Ausführungsbeispiel weist mittig also zwei Aussparungen 6 der zweiten Art auf. Es ergibt sich so von links gesehen eine erste Aussparung 6 der zweiten Art gefolgt von einer ersten Aussparung 6 der ersten Art, einer zweiten Aussparung 6 der ersten Art einer zweiten Aussparung 6 der zweiten Art, einer dritten Aussparung 6 der zweiten Art, einer dritten Aussparung 6 der ersten Art, einer vierten Aussparung 6 der ersten Art, gefolgt von einer vierten Aussparung der zweiten Art.The
Das sechste Ausführungsbeispiel ist wiederum länger ausgebildet als das fünfte Ausführungsbeispiel, wobei sich die ungefähre Gesamtlänge des sechsten Ausführungsbeispiels aus der Summe der Distanzen 12 (1500 mm), 16 (500 mm), 17 (500 mm), 18 (500 mm), 19 (500 mm) und 20 (500 mm) ergibt. Dieses Ausführungsbeispiel weist eine weitere, dritte Aussparung der zweiten Art in der Mitte des Schwerlastriegels auf. Von der virtuellen Nulllinie zur Mitte der von links ausgesehen ersten Aussparung 6 (Aussparung der zweiten Art) ergibt sich eine Distanz 22 (500 mm). Die Distanz 23 (200 mm) ergibt sich von der Mitte von dieser von links ausgesehen ersten Aussparung 6 zu der von links ausgesehen zweiten Aussparung 6 (Aussparung der ersten Art). Zur Mitte der nächsten Aussparung (zweiten Aussparung der ersten Art von links ausgesehen) ergibt sich eine Distanz 24 (300 mm). Zur Mitte der nächsten Aussparung (zweite Aussparung der zweiten Art) ergibt sich eine Distanz 25 (500 mm). Zur Mitte der nächsten Aussparung 6 (dritte Aussparung der zweiten Art) ergibt sich eine Distanz 26 (500 mm). Zur Mitte der nächsten Aussparung 6 (vierte Aussparung der zweiten Art) ergibt sich eine Distanz 27 (500 mm). Zur Mitte der nächsten Aussparung 6 (dritte Aussparung der ersten Art) ergibt sich eine Distanz 28 (500 mm). Zur Mitte der nächsten Aussparung (vierte Aussparung der ersten Art) ergibt sich eine Distanzen 29 (300 mm). Zur Mitte der letzten Aussparung (fünfte Aussparung der zweiten Art) ergibt sich eine Distanz 30 (200 mm).The sixth exemplary embodiment is, in turn, longer than the fifth exemplary embodiment, the approximate total length of the sixth exemplary embodiment being the sum of the distances 12 (1500 mm), 16 (500 mm), 17 (500 mm), 18 (500 mm), 19 (500 mm) and 20 (500 mm) results. This exemplary embodiment has a further, third recess of the second type in the middle of the heavy duty bolt. A distance 22 (500 mm) results from the virtual zero line to the center of the first recess 6 (recess of the second type) seen from the left. The distance 23 (200 mm) results from the center of this
Claims (12)
- Heavy-duty ledger (1) for use on a scaffolding, said ledger comprising an upper profile (3), a central profile (4) and a lower profile (5), the upper profile (3) being designed in such a way that fastening means (7) for fastening the heavy-duty ledger (1) are fastenable to the upper profile (3), the upper profile (3), the central profile (4) and the lower profile (5) being designed in one piece, characterized in that the central profile (4) has recesses (6) for the passage of scaffolding elements, the heavy-duty ledger (1) having at least one recess (6) of a first type with a first length in the direction of a longitudinal axis and a recess (6) of a second type with a second length in the direction of the longitudinal axis, the first length and the second length differing in size.
- Heavy-duty ledger (1) according to claim 1, wherein the upper and lower profile (5) are each formed as a hollow profile, preferably as a round, square or U-profile.
- Heavy-duty ledger (1) according to one of the preceding claims, wherein the upper profile (3) comprises a wedge head (7) for fastening the heavy-duty crossbar (1) to a perforated disc of a vertical shaft.
- Heavy-duty ledger (1) according to one of the preceding claims, wherein the lower profile (5) or the center profile (4) and the lower profile (5) are trapezoidal in longitudinal section.
- Heavy-duty ledger (1) according to one of the preceding claims, wherein the heavy duty bar (1) is made of light metal, in particular aluminum or an aluminum alloy, in particular by aluminum extrusion.
- Heavy-duty ledger (1) according to one of the preceding claims, wherein the center profile (4) has in cross-section only one point of contact with the upper and/or lower profile (3, 5).
- Scaffold comprising at least one heavy-duty ledger (1) according to one of the claims 1 to 6, a first vertical post (8) and a second vertical post (8), wherein the heavy-duty ledger (1) is attached vertically to the two vertical posts (8) .
- Scaffold according to claim 7, wherein scaffold elements extend vertically through the recesses (6) of the heavy-duty ledger (1).
- Method of manufacturing a heavy-duty ledger (1) according to any one of claims 1 to 8, wherein the heavy-duty ledger (1) is manufactured by extrusion.
- Method for producing a heavy-duty ledger (1) according to claim 9, wherein in a further step recesses 6, in particular in the center profile, are recessed, in particular milled.
- Method of manufacturing a scaffold, wherein a heavy-duty ledger (1) according to any one of claims 1 to 8 is mounted between two vertical posts (8).
- Method according to claim 11, wherein the method further comprises the step of inserting a scaffolding element extending vertically to the heavy-duty ledger (1) into a recess (6) of the heavy-duty ledger (1).
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
RS20211126A RS62342B1 (en) | 2018-07-04 | 2018-07-04 | Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold |
EP18181690.1A EP3591140B1 (en) | 2018-07-04 | 2018-07-04 | Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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EP18181690.1A EP3591140B1 (en) | 2018-07-04 | 2018-07-04 | Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold |
Publications (2)
Publication Number | Publication Date |
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EP3591140A1 EP3591140A1 (en) | 2020-01-08 |
EP3591140B1 true EP3591140B1 (en) | 2021-06-16 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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EP18181690.1A Active EP3591140B1 (en) | 2018-07-04 | 2018-07-04 | Heavy duty bolt, scaffold, method for producing a heavy duty bolt, method for manufacturing a scaffold |
Country Status (2)
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EP (1) | EP3591140B1 (en) |
RS (1) | RS62342B1 (en) |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3702057A1 (en) * | 1987-01-24 | 1988-08-04 | Langer Ruth Geb Layher | SCAFFOLDED WITH CONNECTING DEVICES |
GB2362421B (en) * | 2000-04-14 | 2004-01-21 | Kwikform Uk Ltd | Improvements to builders scaffolding |
DE10108784A1 (en) * | 2001-02-23 | 2002-09-05 | Peri Gmbh | Scaffold with vertical supports and horizontal girders |
AT500952B8 (en) * | 2004-10-25 | 2007-02-15 | Bgb Breuss Geruestbau Gesmbh | RACK OF ALUMINUM |
DE102005030036A1 (en) * | 2005-06-27 | 2007-01-04 | Rwe Power Ag | Frame for boiler heating surfaces or heat exchanger pipes in boilers has bars reversibly attached to rods at ends by attachment arrangements; rods have holding elements at one or more ends for suspending in heat exchanger tubes |
DE102012216681A1 (en) * | 2012-09-18 | 2014-03-20 | Polytech Gmbh | Elongated fuse element for scaffold i.e. shelve, in construction site, has headers secured in region of longitudinal end of main body, support region used for vertical support, and recess arranged at groove circumferential position |
DE102014100498A1 (en) | 2014-01-17 | 2015-07-23 | Wilhelm Layher Verwaltungs-Gmbh | scaffolding bars |
DE102015109623A1 (en) | 2015-06-16 | 2016-12-22 | Wilhelm Layher Verwaltungs-Gmbh | Scaffold bar and stacking arrangement of at least two scaffold bars |
-
2018
- 2018-07-04 RS RS20211126A patent/RS62342B1/en unknown
- 2018-07-04 EP EP18181690.1A patent/EP3591140B1/en active Active
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