EP4361375A1 - Wedge for wedged fastening of a connecting head of a scaffolding component to a scaffolding post of a scaffolding tower - Google Patents
Wedge for wedged fastening of a connecting head of a scaffolding component to a scaffolding post of a scaffolding tower Download PDFInfo
- Publication number
- EP4361375A1 EP4361375A1 EP23202013.1A EP23202013A EP4361375A1 EP 4361375 A1 EP4361375 A1 EP 4361375A1 EP 23202013 A EP23202013 A EP 23202013A EP 4361375 A1 EP4361375 A1 EP 4361375A1
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- European Patent Office
- Prior art keywords
- wedge
- support
- head
- face
- opening
- 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.)
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- 230000008901 benefit Effects 0.000 description 7
- 238000013461 design Methods 0.000 description 7
- 238000013459 approach Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 2
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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
- 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 present invention relates to a wedge for the wedged fastening of a connection head of a scaffolding component to a scaffolding post, in particular a vertical one, of a scaffolding, comprising an elongated wedge body with a front end face and an opposite rear end face, a wedge head and a wedge foot.
- the wedge according to the invention is used for the wedged fastening of the connection head of the scaffolding component to the scaffolding post of the scaffolding, wherein the scaffolding post defines a longitudinal direction and has a projection extending transversely to this longitudinal direction with a projection wedge opening for inserting the wedge through, and wherein the connection head has an upper head part located above a slot suitable for attaching the connection head to the scaffolding post and defining a slot plane, with an upper wedge opening extending perpendicular to the slot plane and a lower head part located below the slot with a lower wedge opening also extending perpendicular to the slot plane and aligned with the upper wedge opening.
- scaffolding it is known to attach scaffolding components, such as horizontal or diagonal bars, to scaffolding posts of the scaffolding, in particular those that run vertically, using connection heads that are positively attached to a projection of the scaffolding post that has an opening or perforation for inserting a wedge.
- Perforated discs are usually used as suitable projections for the scaffolding posts. These are several disc-shaped elements that have openings suitable for inserting a wedge, are arranged concentrically to an axis of symmetry of the scaffolding post and are welded to the scaffolding post.
- connection heads to be wedged onto these perforated discs or other suitable projections of the scaffold post have a two-part Construction of an upper head section and a lower head section, which define a slot between them, which is delimited by a slot base in the direction of the connection side connected to the component.
- the connection head can be plugged onto the projection, in particular the perforated disk, by means of the slot.
- the upper and lower head sections each have a wedge opening running perpendicular to a slot plane, whereby the wedge openings of the upper and lower head sections are aligned with one another, whereby a wedge can be pushed through them after the connection head has been plugged onto the projection, in particular the perforated disk, so that the connection head and thus the scaffolding component to which it is connected is wedged positively onto the scaffolding post.
- connection heads described above in which a wedge support body is present inside the connection head above the slot, which can support the wedge in the area of its wedge foot, i.e. its lower end, in a mechanically stable support position in which the wedge projects forwards over the connection head and protrudes from the top of the connection head.
- This innovation makes it possible for a single worker to connect a wedge head to a scaffolding post in a single process, namely by moving the connection head with the wedge in the support position therein essentially horizontally towards the projection of the scaffolding post, the connection head being aligned relative to the scaffolding post projection, e.g.
- connection head and the support body By appropriately designing the connection head and the support body, it is ensured that this critical approach point is reached when the upper and lower wedge openings are essentially aligned with the opening or breakthrough in the projection, so that the wedge falls automatically, ie without further intervention by the worker or an assistant, through the wedge opening in the upper part of the wedge, the wedge opening in the projection and the wedge opening in the lower part of the wedge and can assume its final locking position.
- This design of the wedge head makes the assembly, i.e. the connection of a scaffold component to a scaffold post, significantly easier and faster. This is particularly possible by means of the WO 2012/163349 A2 proposed connection head could be installed by a single worker, whereas previously two workers were generally required, one to hold the scaffolding component and the other to insert the wedge through the connection head and the projection.
- connection head is a relatively complex-shaped and therefore expensive component, which is nevertheless required in considerable quantities in order to build a scaffold with a large number of scaffolding components, for example horizontal bars as scaffolding board supports or railings. or handrail or diagonal bars for bracing.
- the present invention has set itself the task of enabling a simple and quick connection of a connection head to a scaffolding post by just one worker, without having to provide specially designed connection heads for this purpose.
- the innovation of the invention lies in the fact that a specially designed wedge is used which has a support modification by means of which the wedge can be supported on the top of a conventional connection head in a mechanically stable support position, so that in a similar way to that described above, a single worker can attach a scaffolding component with a connection head and a wedge according to the invention located in the support position to a scaffolding post of the scaffolding in a single movement.
- the support modification can in particular be a nose protruding over the front or rear side of the wedge or a notch made in the front or rear side.
- the position, shape and dimensions of the support modification are selected so that it can cooperate with the top of the connection head to support it in a support position, so that the wedge is held sufficiently stable, at least temporarily, until the connection head is placed on the projection, e.g. perforated disk, of the scaffolding post.
- the tilting moment acting on the wedge which would tilt it around its support on the top of the connection head, must be compensated.
- this is already achieved by the usual, laterally protruding anti-loss projections or anti-loss rivets, which prevent the wedge foot from coming out of the upper wedge opening, i.e. the wedge opening in the upper part of the wedge.
- the wedge can also be supported with the wedge foot on the inner wall of the upper wedge opening in order to absorb the tilting moment described.
- this support takes place on the slot base side, i.e. in the direction of the side on which the connection head is connected to the scaffolding component, or on the opposite inner wall of the upper wedge opening.
- connection heads of the usual design without an internal wedge support body can thus continue to be used and yet be expanded to include the option of the well-known simplified assembly by a worker.
- the advantages of a simpler assembly of a scaffold are thus achieved at a much lower cost.
- the costs are not only lower because the purchase of specially designed connection heads is not necessary, but also because connecting these connection heads to the scaffold component to be attached means additional effort, which can be advantageously avoided when using a wedge according to the invention in conjunction with existing scaffold components and connection heads.
- the support modification is a protruding over the front face of the wedge Nose. This has the advantage that the wedge is not weakened by the support modification, which could affect its stability and its ability to serve its locking function.
- the support modification is a depression or notch made in the front side, i.e. the front side, or the opposite back side or rear side of the wedge.
- the wedge is structurally weaker than a conventional wedge, but this is not detrimental to its suitability for producing a stable and secure locking mechanism, since the support modification, i.e. the notch here, is arranged in the lower third, preferably at a height of between one sixth and one quarter of the wedge length measured from the lower wedge end, which protrudes from the lower wedge opening, i.e. the opening for inserting the wedge in the lower head section, in the locked position of the wedge.
- the support modification whether in the form of a nose or a notch, in such a way that in the area that contacts the top of the connection head, it is shaped complementarily to the shape of the surface in this support area. This achieves improved hold and greater stability of the wedge in the support position, for example against unwanted tipping or rolling of the scaffolding component. This stability can be improved even further if the contact area of the support modification and accordingly also the support area of the top of the support head are designed to be convex or concave.
- the contact area and support area can also be simply flat, which corresponds to the design of the upper side of conventional connection heads.
- a flat support area can form a contact area with the front side of the connection head that touches the scaffold post, or with the front side of the upper wedge part that touches the scaffold post in a support area above the projection used for connection.
- Angles of between 80 and 140 degrees The inventors have determined in tests that an angle of between 110 and 130 degrees offers an optimal compromise between stability in the support position and the ease of movement of the wedge when attaching the connection head to the projection of the scaffolding post.
- the wedge according to the invention is preferably wider in its head region than in its foot region, so that a higher wedge clamping force builds up with increasing penetration depth into the wedge openings.
- the wedge body has a bend in its course.
- the bend is preferably oriented in such a way that the wedge foot is offset in the direction of the rear end of the wedge facing away from the scaffold post. This reduces the projection of the wedge in front of the end faces of the connection head and thus the wedge, or more precisely the wedge head, only touches the scaffold post when the connection head comes closer to the latter. This prevents the wedge from being destabilized prematurely from its support position by contact with the scaffold post too early and falling too early into the wedge opening of the connection head, i.e.
- connection head is already pushed far enough onto the projection, despite the relatively earlier contact of the wedge head with the scaffolding post, until the wedge head, delayed by its inertia, has fallen through the upper wedge opening and reached the slot.
- the bend can be between one degree and thirty degrees, but is preferably between 10 and 20 degrees.
- the bend is also preferably located in the lower part, more precisely in the lower half of the wedge body.
- the support modification of the wedge according to the invention is also preferably arranged at the apex of the bend.
- the wedge base of the wedge according to the invention can be semi-circular, as with conventional wedges.
- the wedge base has a bevel so that a tip is formed, which is also preferably rounded, so that it can slide more easily along the inside of the wedge openings.
- the main advantage of the bevel and the tip is that the wedge cannot get caught on the top of the scaffold post projection, for example the perforated disk, without falling through the opening in the projection and further into its locking position.
- the bevel preferably faces the wedge side which is opposite the wedge side with the support modification, so that the tip of the wedge foot is correspondingly offset relative to an imaginary wedge center line towards the wedge side with the support modification.
- the bevel preferably forms an angle of between 100° and 150°, in particular approximately 120°, with the front or rear side in the area of the wedge foot.
- the length of the wedge below the support modification is dimensioned such that the wedge foot extends into the slot of the connection head in the support position.
- the projection of the wedge foot over the underside of the upper part of the connection head, which limits the slot at the top, is particularly preferably between 1 - 5 mm or between 10 - 50% of the height of the slot. This ensures that the wedge touches the top of the scaffold post projection when pushed onto it, which already destabilizes it somewhat from the support position and then falls better and more reliably into its locking position.
- the length of the wedge below the support modification, or equivalently the height of the support modification above the lower wedge end is selected such that the support modification is between one seventh and one third of the total length of the wedge or wedge body, preferably between 15% and 20% of the total length.
- the wedge base has anti-loss pins that protrude beyond the side surfaces of the wedge.
- a span of these anti-loss pins is selected to be larger than a lateral width of the upper end of the partial opening of the upper wedge part, so that the wedge cannot be completely pulled out of the upper wedge opening or fall.
- the anti-loss pins also serve to stabilize the wedge in the support position.
- the anti-loss pins prevent the wedge foot from being pulled out of the upper wedge opening by the tilting moment acting on the wedge, which rotates it around its support point in the contact area between the support modification of the wedge and the support area of the upper head part of the connection head.
- the inner wall of the upper wedge opening of the upper head section absorbs the described tilting moment by supporting the wedge with its wedge foot on the inner wall.
- this support takes place on the rear, slot-base-facing inner wall of the upper wedge opening, whereas in the case of a support modification in the back of the wedge, this support takes place on the opposite, front-facing inner wall of the upper wedge opening.
- FIGS 1A-1C show various embodiments of a wedge according to the invention.
- FIG 1A A slightly exaggerated perspective view shows a wedge 1, 1a which has a nose 16a protruding or projecting beyond a front end face 11 of the wedge as a support modification 16.
- the wedge tapers from the wedge head 14 to the wedge foot 15, i.e. the distance between the front end face 12 and the rear end face 13 of the wedge body 11 decreases continuously.
- the wedge 1a has a bend with a bending angle of approximately 15 degrees.
- the support nose 16a which is approximately triangular in side view, is located in the lower half of the wedge in the area of the apex of the bend.
- the distance from the lower end of the wedge to the support nose 16a is approximately one fifth and up to one quarter of the total length of the wedge body 11.
- the wedge base 15 is semi-circular in accordance with the usual design and has two captive rivets or pins 15 on each side, which protrude beyond the side surfaces 17, 18 of the wedge. In conjunction with a correspondingly narrow mouth of the upper wedge opening 210 of the wedge upper part 21, as in the Figures 2A - 5C As shown, this effectively prevents the wedge 1 from being pulled out of the upper wedge opening 210 or from falling out, for example when the connection head is rotated so that the top part of the head 21 points downwards.
- the Figure 1B shows in a slightly exaggerated perspective a second embodiment of a wedge 1b according to the invention, which in shape and dimensions essentially corresponds to the embodiment of Figure 1A but has a notch 16b as a support modification 16.
- the support notch 16b which is approximately triangular in side view, is located at a similar location on the wedge front side 12 as the support nose 16a of the embodiment of the Figure 1A .
- the Figure 1C shows a wedge 1c according to the invention according to a third embodiment, again in a slightly exaggerated perspective view.
- the support modification 16 here in the form of a notch 16c
- the wedge 1 in the support position which projects over the top 213 of the head upper part 21, does not protrude forwards over the connection head, but backwards, as in the Figures 4A and 4B illustrated.
- a support nose projecting beyond the back of the wedge 13 would also be conceivable.
- FIG 1D is a front view of a wedge according to the invention according to one of the embodiments of the Figures 1A - 1C shown.
- the wedge 1 has a support modification 16 in the lower area of the wedge body 11, which can be a nose or notch.
- the wedge foot 15 of the wedge 1 has anti-loss pins 151 protruding from the side surfaces 17, 18. These effectively prevent the wedge from being accidentally pulled out or falling out of the upper wedge opening. Falling out of the lower wedge opening is prevented by the fact that the wedge head 14 has a stepped thickening 141, as in each of the Figures 1A - 1C good to see.
- FIGS 2A and 2B show longitudinal sections through an arrangement according to the invention, in which the wedge 1a according to the invention according to the first embodiment of Figure 1A is used.
- the wedge 1a is in a mechanically stable support position in which the support nose 16a is supported on the support area 2135 of the top side 213 of the upper head section 21, with the wedge body 11 protruding with approximately three-quarters of its length beyond the top side 213 and in the process overlapping the connection head 2 forwards in the direction of the scaffolding post 4.
- the Figures 2A, 2B show the time of a connection process in which the wedge head 14 is just coming into contact with the scaffolding post 4. If the component 3, and thus the connection head 2, is moved further in the direction of the scaffolding post 4, the wedge is tilted relative to the connection head and, from a certain critical approach point, falls under its own weight into the upper wedge opening 210.
- the geometry of the support nose 16a and wedge support area 2135 is selected so that this only happens when the perforated disk 41 of the scaffolding post reaches at least far enough into the slot 20 that the wedge 1 cannot close the slot 20 prematurely and prevent further movement of the scaffolding component 3 by sliding into the lower wedge opening 290.
- connection head If the connection head is moved sufficiently quickly onto the scaffolding post 4, the wedge 1, due to its inertia, only reaches the slot 20 when the connection head already touches the scaffolding post 4 in the upper support area 42 or lower support area 48 with the front sides 211, 291 of the upper head section 21 or lower head section 29, so that the wedge can continue its vertical movement by sliding through the perforated disc opening 410 and the lower wedge opening 290 then located underneath and can assume its final control position.
- FIG. 3A and 3B shows a further embodiment of an arrangement according to the invention, which essentially corresponds to that of the Figures 2A and 2B with the difference that a wedge 1b having a support notch 16a in the front side 12 of the wedge body 11 according to the Figure 1B is used.
- FIGS. 4A and 4B show a third embodiment of an arrangement according to the invention, which essentially corresponds to that of the Figures 2A and 2B or 3A and 3B, with the difference that here a wedge 1c having a support notch 16a in the rear side 13 of the wedge body 11 according to the Figure 1C is used.
- the wedge 1c in the support position does not protrude forwards, in the direction of the front side 211 over the connection head 2, but backwards in the direction of the component 3 or the connection side 25, on which the connection head is connected to the component 3. Since with such an alignment when the connection head 2 is placed on the perforated disk 41 there is no direct contact between the wedge 1c and the scaffolding post 4, the wedge 1c must be destabilized in another way from the mechanically stable support position so that it can fall into the locking position as intended. It is conceivable to solve this procedurally by pushing it on with enough momentum that the wedge is destabilized by the abrupt braking of the connection head as soon as it contacts the scaffolding post.
- FIG 5A is a sectional drawing of a further embodiment of an arrangement according to the invention, which is similar to the Figures 3A, 3B similar, with the difference that a slightly modified version of the wedge 1 from the Figure 1B is used, in which the wedge on the wedge base 15 has a bevel 152 facing the rear wedge face 13.
- the tip 153 is rounded so that the wedge 1c can be released from the locking position using a hammer without damaging the hammer or tip 153.
- the bevel 152 forms an angle of approximately 130 degrees with the rear wedge face 13 in the area of the wedge base 15, although other values are also possible.
- the advantage of bevel 152 is evident from the comparison of the bevels shown in the sectional drawings of the Figures 5B and 5C situations presented.
- the Figure 5B shows an arrangement according to the Figures 3A and 3B , but at a time when the connection head 2 is completely pushed onto the perforated disk 41, so that the connection head 2 contacts the scaffolding post 4. Further movement forward is therefore no longer possible.
- the wedge 1 has been destabilized from its support position, but has not fallen into the desired locking position, but remains in an intermediate position in which the wedge foot 15 rests on a section 411 of the top of the perforated disk 41. In order to bring the wedge 1 into its locking position, further intervention is therefore necessary, either by the worker guiding the component, which is difficult to impossible, or by an assistant.
- the unwanted intermediate position can only be taken because the semi-circular wedge foot can stand sufficiently stable on the top 411. As in the Figure 5C As can be seen, this is effectively prevented by the bevel 152 of the wedge foot 15. It is geometrically impossible for the tip 153 of the wedge foot to stand up on the upper side 411 and thus the wedge 1 falls into its locking position as desired in all cases.
- FIGS. 6A - 6C show in three longitudinal sections an embodiment of the arrangement according to the invention, which uses a wedge with a support notch arranged near the wedge foot in the front side of the wedge and thus a modification of the Figure 1B illustrated second embodiment of a wedge according to the invention.
- FIGS show different stages of connecting the connection head 2 to the perforated disc 41 of the scaffold post 4.
- the Figure 6A the time of first contact between wedge head 14 and scaffold post 4
- Figure 6B a point in time shortly before the critical approach and thus rotation of the wedge 1 is reached, from which point the support modification 16 can no longer hold the wedge on the support area 2135 of the connection head 2
- Figure 6C a point in time at which the wedge 1b, when falling, contacts the boundary of the wedge opening 410 in the perforated disk 41 with its bevel 152 on the rear side of the wedge foot 15 and is safely guided into the wedge opening by said bevel 152, instead of, for example, unintentionally remaining on the upper side of the perforated disk 41.
- the wedge 1b is designed largely like the wedges 1 presented in the other figures, and has, like the wedge 1 of the Figure 1B a notch 16b as a support modification 16 in the wedge front side 12.
- the difference to the wedge 1 from Figure 1B lies in the positioning of the notch 16b: in contrast to the wedge 1 of the Figure 1B where the notch is located at a height above the lower end of the wedge, which is approximately one fifth of the wedge length, it is in the modification of the Figures 6A - 6C only about 16% above the lower end of the wedge.
- the larger projection of the wedge 1b over the top 213 of the connection head increases the moment of inertia of the wedge 1b when rotating about its support point on the support area 2135 of the top 213, which reduces the risk that the wedge 1b will be displaced by the impact from the scaffold post 4 when contact is made into a position that is also stable but unsuitable for automatically falling into the locking position, in which the wedge rests on the top of the component 3.
- the wedge also has the design of the Figures 6A - C a bevel 152 on the rear side of the wedge foot 15 and, associated therewith, a tip 153 in the front area of the wedge foot, ie offset relative to the wedge center line in the direction of the wedge front side 12. As in connection with the Figures 5A - 5C describe, this effectively prevents the wedge 1 from remaining on the upper side of the perforated disc 41 without falling through the wedge opening 410 and lower wedge opening 290 into the locking position.
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Abstract
Vorliegende Erfindung betrifft einen Keil (1) zur Befestigung eines Gerüstbauteils (3) mit einem Anschlusskopf (2) aus Kopfoberteil (21) und Kopfunterteil (29), welche zwischen sich einen Schlitz (20) definieren, mit dem der Anschlusskopf (2) auf einen Vorsprung (41) eines Gerüststiels (4) eines Baugerüstes (5) steckbar ist, der Keil (1) aufweisend einen länglichen Keilkörper (11) mit einer vorderen Stirnseite (12) und einer hinteren Stirnseite (13), einem Keilkopf (14) und einem Keilfuß (15), wobei der Keil (1) eine Abstützmodifikation (16, 16a, 16b, 16c) an der vorderen Stirnseite (12) oder der hinteren Stirnseite (13) aufweist, welche derart geformt ist, dass der Keil (1) in einer mechanisch stabilen Abstützlage mit der Abstützmodifikation (16, 16a, 16b, 16c) auf einem Keilstützbereich (2135) einer Oberseite (213) eines Kopfoberteils (21) des Anschlusskopfes (2) abstützbar ist. Weiterhin betrifft die Erfindung eine einen derartigen Keil verwendende Anordnung aus einem Gerüststiel (4) mit Vorsprung (41) und einem Gerüstbauteil (3) mit einem Anschlusskopf (2).The present invention relates to a wedge (1) for fastening a scaffolding component (3) with a connection head (2) consisting of an upper head part (21) and a lower head part (29), which define a slot (20) between them, with which the connection head (2) can be plugged onto a projection (41) of a scaffolding post (4) of a scaffolding (5), the wedge (1) having an elongated wedge body (11) with a front end face (12) and a rear end face (13), a wedge head (14) and a wedge foot (15), wherein the wedge (1) has a support modification (16, 16a, 16b, 16c) on the front end face (12) or the rear end face (13), which is shaped such that the wedge (1) can be supported in a mechanically stable support position with the support modification (16, 16a, 16b, 16c) on a wedge support area (2135) of a Upper side (213) of an upper head part (21) of the connection head (2). Furthermore, the invention relates to an arrangement using such a wedge, comprising a scaffolding post (4) with a projection (41) and a scaffolding component (3) with a connection head (2).
Description
Vorliegende Erfindung betrifft einen Keil zur verkeilten Befestigung eines Anschlusskopfes eines Gerüstbauteils an einem, insbesondere vertikalen, Gerüststiel eines Baugerüstes aufweisend einen länglichen Keilkörper mit einer vorderen Stirnseite und einer gegenüberliegenden hinteren Stirnseite, einem Keilkopf und einem Keilfuß. Der erfindungsgemäße Keil wird verwendet zur verkeilten Befestigung des Anschlusskopfes des Gerüstbauteils an dem Gerüststiel des Baugerüstes, wobei der Gerüststiel eine Längsrichtung definiert und einen sich quer zu dieser Längsrichtung erstreckenden Vorsprung mit einer Vorsprungskeilöffnung zum Durchstecken des Keiles aufweist und wobei der Anschlusskopf einen sich oberhalb zum Aufstecken des Anschlusskopfes auf dem Gerüststiel geeigneten, eine Schlitzebene definierenden, Schlitzes gelegenen Kopfoberteil mit einer sich senkrecht zu der Schlitzebene erstreckenden oberen Keilöffnung und einem unterhalb des Schlitzes gelegenen Kopfunterteil mit einer sich ebenfalls senkrecht zu der Schlitzebene erstreckenden und mit der oberen Keilöffnung fluchtenden unteren Keilöffnung aufweist.The present invention relates to a wedge for the wedged fastening of a connection head of a scaffolding component to a scaffolding post, in particular a vertical one, of a scaffolding, comprising an elongated wedge body with a front end face and an opposite rear end face, a wedge head and a wedge foot. The wedge according to the invention is used for the wedged fastening of the connection head of the scaffolding component to the scaffolding post of the scaffolding, wherein the scaffolding post defines a longitudinal direction and has a projection extending transversely to this longitudinal direction with a projection wedge opening for inserting the wedge through, and wherein the connection head has an upper head part located above a slot suitable for attaching the connection head to the scaffolding post and defining a slot plane, with an upper wedge opening extending perpendicular to the slot plane and a lower head part located below the slot with a lower wedge opening also extending perpendicular to the slot plane and aligned with the upper wedge opening.
Bei Baugerüsten ist es bekannt, Gerüstbauteile, etwa horizontal oder diagonale Riegel, an insbesondere vertikal verlaufenden, Gerüststielen des Baugerüsts mittels Anschlussköpfen zu befestigen, welche an einen eine Öffnung oder Durchbrechung zum Durchstecken eines Keils aufweisenden Vorsprung des Gerüststiels durch verkeilen formschlüssig befestigt werden. Als geeignete Vorsprünge der Gerüststiele werden üblicherweise Lochscheiben eingesetzt, bei welchen es sich um mehrere zum Durchstecken eine Keils geeignete Öffnungen aufweisende scheibenförmige, konzentrisch zu einer Symmetrieachse des Gerüststiels angeordnete und am Gerüststiel verschweißte Elemente handelt.In the case of scaffolding, it is known to attach scaffolding components, such as horizontal or diagonal bars, to scaffolding posts of the scaffolding, in particular those that run vertically, using connection heads that are positively attached to a projection of the scaffolding post that has an opening or perforation for inserting a wedge. Perforated discs are usually used as suitable projections for the scaffolding posts. These are several disc-shaped elements that have openings suitable for inserting a wedge, are arranged concentrically to an axis of symmetry of the scaffolding post and are welded to the scaffolding post.
Die an diesen Lochscheiben oder anderen geeigneten Vorsprüngen des Gerüststiels zu verkeilenden Anschlussköpfe weisen einen zweiteiligen Aufbau aus einem Kopfoberteil und einem Kopfunterteil auf, welche zwischen sich einen Schlitz definieren, welcher in Richtung der mit dem Bauteil verbundenen Anschlussseite von einem Schlitzgrund begrenzt wird. Mittels des Schlitzes ist der Anschlusskopf auf den Vorsprung, insbesondere die Lochscheibe, steckbar. Kopfober- und unterteil weisen jeweils eine sich senkrecht zu einer Schlitzebene verlaufende Keilöffnung auf, wobei die Keilöffnungen des Kopfober- und -unterteils miteinander fluchten, wodurch durch sie ein nach dem Aufstecken des Anschlusskopfes auf den Vorsprung, insbesondere die Lochscheibe, ein Keil geschoben werden kann, sodass der Anschlusskopf und damit dass Gerüstbauteil mit dem er verbunden ist, formschlüssig an den Gerüststiel verkeilt wird.The connection heads to be wedged onto these perforated discs or other suitable projections of the scaffold post have a two-part Construction of an upper head section and a lower head section, which define a slot between them, which is delimited by a slot base in the direction of the connection side connected to the component. The connection head can be plugged onto the projection, in particular the perforated disk, by means of the slot. The upper and lower head sections each have a wedge opening running perpendicular to a slot plane, whereby the wedge openings of the upper and lower head sections are aligned with one another, whereby a wedge can be pushed through them after the connection head has been plugged onto the projection, in particular the perforated disk, so that the connection head and thus the scaffolding component to which it is connected is wedged positively onto the scaffolding post.
In der Offenlegungsschrift
Durch diese Ausgestaltung des Keilkopfes kann das Montieren, also das Anschließen eines Gerüstbauteils an einen Gerüststiel deutlich vereinfacht und beschleunigt wird. Insbesondere ist dies mittels des in der
Der Nachteil der in der
Vor diesem Hintergrund hat vorliegende Erfindung es sich zur Aufgabe gemacht, ein einfaches und schnelles Anschließen eines Anschlusskopfes an einen Gerüststiel durch lediglich einen Arbeiter zu ermöglichen, ohne hierfür speziell gestaltete Anschlussköpfe bereitstellen zu müssen.Against this background, the present invention has set itself the task of enabling a simple and quick connection of a connection head to a scaffolding post by just one worker, without having to provide specially designed connection heads for this purpose.
Gelöst wird diese Aufgabe durch einen Keil gemäß Anspruch 1 sowie einen solchen Keil verwendende Anordnung gemäß Anspruch 10.This object is achieved by a wedge according to claim 1 and an arrangement using such a wedge according to claim 10.
Die Neuerung der Erfindung liegt darin, dass ein besonders gestalteter Keil zum Einsatz kommt, der eine Abstützmodifikation aufweist, mittels welcher der Keil auf der Oberseite eines gewöhnlichen Anschlusskopfes in einer mechanisch stabilen Abstützlage abstützbar ist, sodass in ähnlicher Weise wie oben beschrieben, ein einzelner Arbeiter ein Gerüstbauteil mit einem Anschlusskopf und einen sich darin in Abstützlage befindlichen erfindungsgemäßen Keil in einem einzigen Bewegungsvorgang an einem Gerüststiel des Baugerüsts anschießen kann. Bei der Abstützmodifikation kann es sich insbesondere um eine über die Vorder- oder Hinterseite des Keils hervorstehende Nase oder eine in die Vorder- oder Hinterseite eingebrachte Kerbe handeln. Position, Form und Dimensionierung der Abstützmodifikation sind dabei so gewählt, dass sie mit der Oberseite des Anschlusskopfes zusammenwirkend auf dieser in einer Abstützlage abstützen kann, so dass der Keil zumindest temporär ausreichend stabil gehalten ist, bis der Anschlusskopf auf den Vorsprung, z.B. Lochscheibe, des Gerüststiels gesteckt ist.The innovation of the invention lies in the fact that a specially designed wedge is used which has a support modification by means of which the wedge can be supported on the top of a conventional connection head in a mechanically stable support position, so that in a similar way to that described above, a single worker can attach a scaffolding component with a connection head and a wedge according to the invention located in the support position to a scaffolding post of the scaffolding in a single movement. The support modification can in particular be a nose protruding over the front or rear side of the wedge or a notch made in the front or rear side. The position, shape and dimensions of the support modification are selected so that it can cooperate with the top of the connection head to support it in a support position, so that the wedge is held sufficiently stable, at least temporarily, until the connection head is placed on the projection, e.g. perforated disk, of the scaffolding post.
Um die mechanische Stabilität der Abstützlage zu ermöglichen muss das auf den Keil wirkende Kippmoment, welches diesen um sein Auflager auf der Oberseite des Anschlusskopfes kippen möchte, ausgeglichen werden. Dies wird aber bereits durch die üblichen, seitlich überstehenden Verliersicherungsvorsprünge oder Verliersicherungsnieten erreicht, welche verhindern, dass der Keilfuß aus der oberen Keilöffnung, also der Keilöffnung im Keiloberteil, gezogen werden kann. Alternativ oder zusätzlich kann sich der Keil auch mit dem Keilfuß an der Innenwand der oberen Keilöffnung abstützen um das beschriebene Kippmoment aufzufangen. Je nach Ausgestaltung des erfindungsgemäßen Keils erfolgt diese Abstützung an der schlitzgrundwärtigen, also in Richtung der Seite, an der der Anschlusskopf mit dem Gerüstbauteil verbunden ist, gelegenen oder die gegenüberliegenden Innenwand der oberen Keilöffnung.In order to ensure the mechanical stability of the support position, the tilting moment acting on the wedge, which would tilt it around its support on the top of the connection head, must be compensated. However, this is already achieved by the usual, laterally protruding anti-loss projections or anti-loss rivets, which prevent the wedge foot from coming out of the upper wedge opening, i.e. the wedge opening in the upper part of the wedge. Alternatively or additionally, the wedge can also be supported with the wedge foot on the inner wall of the upper wedge opening in order to absorb the tilting moment described. Depending on the design of the wedge according to the invention, this support takes place on the slot base side, i.e. in the direction of the side on which the connection head is connected to the scaffolding component, or on the opposite inner wall of the upper wedge opening.
Bei dem erfindungsgemäßen Keil handelt es sich im Vergleich zum Anschlusskopf selbst um ein wesentlich einfacheres und günstigeres Bauteil, dessen Neubeschaffung somit erheblich geringere Kosten verursacht als ein Austausch des Anschlusskopfes. Anschlussköpfe der üblichen Bauart ohne internen Keilstützkörper, können somit weiterverwendet und dennoch um die Möglichkeit der bekannten vereinfachten Montage durch einen Arbeiter erweitert werden. Somit werden die Vorzüge einer einfacheren Montage eines Baugerüsts zu wesentlich geringeren Kosten erreicht. Die Kosten sind dabei nicht nur deshalb geringer weil auf die Beschaffung von besonders gestalteten Anschlussköpfe verzichtet werden kann, sondern auch weil das Verbinden dieser Anschlussköpfe mit dem zu befestigenden Gerüstbauteil einen zusätzlichen Aufwand bedeutet, der beim Einsatz eines erfindungsgemäßen Keils in Verbindung mit bereits vorhandenen Gerüstbauteilen und Anschlussköpfen vorteilhaft vermieden werden kann.Compared to the connection head itself, the wedge according to the invention is a much simpler and cheaper component, and its new purchase is therefore much cheaper than replacing the connection head. Connection heads of the usual design without an internal wedge support body can thus continue to be used and yet be expanded to include the option of the well-known simplified assembly by a worker. The advantages of a simpler assembly of a scaffold are thus achieved at a much lower cost. The costs are not only lower because the purchase of specially designed connection heads is not necessary, but also because connecting these connection heads to the scaffold component to be attached means additional effort, which can be advantageously avoided when using a wedge according to the invention in conjunction with existing scaffold components and connection heads.
Vorteilhafte Weiterbildungen der Erfindungen sind in den abhängigen Ansprüchen 2-9 und 11-15 enthalten und sollen nachfolgend einzeln vorgestellt werden. Es ist für die maßgebliche Fachperson offensichtlich, dass diese Weiterbildungen grundsätzlich beliebig miteinander kombinierbar sind, sofern sie sich nicht offensichtlich gegenseitig ausschließen.Advantageous further developments of the inventions are contained in the dependent claims 2-9 and 11-15 and will be presented individually below. It is obvious to the relevant person skilled in the art that these further developments can in principle be combined with one another in any way, provided that they do not obviously exclude one another.
In manchen Ausführungsformen des erfindungsgemäßen Keils ist die Abstützmodifikation eine über die vordere Stirnseite des Keils ragende Nase. Dies hat den Vorteil, dass der Keil durch die Abstützmodifikation keine Schwächung erfährt, die seine Stabilität und seine Fähigkeit, seiner Verriegelungsfunktion zu dienen, beinträchtigen könnte.In some embodiments of the wedge according to the invention, the support modification is a protruding over the front face of the wedge Nose. This has the advantage that the wedge is not weakened by the support modification, which could affect its stability and its ability to serve its locking function.
In alternativen Ausführungsformen des erfindungsgemäßen Keil ist das Abstützmodifikation hingegen eine in die Stirnseite, also vordere Seite, oder die gegenüberliegende Rückseite oder Hinterseite des Keil eingebrachte Vertiefung oder Kerbe. Dadurch erfährt der Keil zwar eine strukturelle Schwächung gegenüber einem üblichen Keil, diese ist aber für seine Eignung zur Herstellung einer stabilen und sicheren Verriegelung nicht weiter abträglich, da die Abstützmodifikation, hier also die Kerbe, im unteren Drittel, bevorzugt auf Höhe zwischen einem Sechstel und einem Viertel der Keillänge von dessen unterem Keilende aus gemessen, angeordnet ist, welches in der Riegelstellung des Keils aus der unteren Keilöffnung, also der Öffnung zum Durchstecken des Keiles im Kopfunterteil, herausragt.In alternative embodiments of the wedge according to the invention, however, the support modification is a depression or notch made in the front side, i.e. the front side, or the opposite back side or rear side of the wedge. This means that the wedge is structurally weaker than a conventional wedge, but this is not detrimental to its suitability for producing a stable and secure locking mechanism, since the support modification, i.e. the notch here, is arranged in the lower third, preferably at a height of between one sixth and one quarter of the wedge length measured from the lower wedge end, which protrudes from the lower wedge opening, i.e. the opening for inserting the wedge in the lower head section, in the locked position of the wedge.
Es ist bevorzugt, die Abstützmodifikation, egal ob in Form einer Nase oder einer Kerbe, so zu gestalten, dass sie in dem Bereich, der die Oberseite des Anschlusskopfes kontaktiert, komplementär zur Form der Oberfläche in diesen Abstützbereich geformt ist. Hierdurch wird ein verbesserter Halt und eine größere Stabilität des Keils in der Abstützlage, beispielsweise gegen ungewolltes Kippen oder Rollen des Gerüstbauteils erreicht. Diese Stabilität kann noch weiter verbessert werden, wenn der Kontaktbereich der Abstützmodifikation und dementsprechend auch der Abstützbereich der Oberseite des Abstützkopfes konvex bzw. konkav gestaltet sind.It is preferred to design the support modification, whether in the form of a nose or a notch, in such a way that in the area that contacts the top of the connection head, it is shaped complementarily to the shape of the surface in this support area. This achieves improved hold and greater stability of the wedge in the support position, for example against unwanted tipping or rolling of the scaffolding component. This stability can be improved even further if the contact area of the support modification and accordingly also the support area of the top of the support head are designed to be convex or concave.
Alternativ können Kontaktbereich und Abstützbereich jedoch auch einfach eben geformt sein, was der Gestaltung der oberen Seite üblicher Anschlussköpfe entspricht. Ein ebener Abstützbereich kann mit der den Gerüststiel berührenden Stirnseite des Anschlusskopfes, bzw. mit den Gerüststiel in einem Stützbereich oberhalb des zum anschließen verwendeten Vorsprungs berührenden Stirnseite des oberen Keilteils einen Winkel von zwischen 80 und 140 Grad einnehmen. Die Erfinder haben in Versuchen festgestellt, dass ein Winkel von zwischen 110 und 130 Grad für einen optimalen Kompromiss zwischen Stabilität in der Abstützlage und Leichtgängigkeit des Keils beim Aufstecken des Anschlusskopfes auf den Vorsprung des Gerüststiels bietet.Alternatively, the contact area and support area can also be simply flat, which corresponds to the design of the upper side of conventional connection heads. A flat support area can form a contact area with the front side of the connection head that touches the scaffold post, or with the front side of the upper wedge part that touches the scaffold post in a support area above the projection used for connection. Angles of between 80 and 140 degrees. The inventors have determined in tests that an angle of between 110 and 130 degrees offers an optimal compromise between stability in the support position and the ease of movement of the wedge when attaching the connection head to the projection of the scaffolding post.
Der erfindungsgemäße Keil ist bevorzugt in seinem Kopfbereich breiter als in seinem Fußbereich sodass sich mit zunehmender Eindringtiefe in die Keilöffnungen eine höhere Keilspannkraft aufbaut. Zusätzlich ist es bevorzugt, wenn der Keilkörper im Verlauf eine Biegung aufweist. Die Biegung ist bevorzugt so orientiert, dass der Keilfuß in Richtung der hinteren, vom Gerüststiel abgewandten Stirnseite des Keils hin versetzt wird. Hierdurch verringert sich der Überstand des Keils vor den Stirnseiten des Anschlusskopfes und somit berührt der Keil, genauer gesagt der Keilkopf, erst bei einer größeren Annäherung des Anschlusskopfes an den Gerüststiel letzteren. Hierdurch wird vermieden, dass der Keil durch eine zu frühe Berührung mit dem Gerüststiel vorzeitig aus seiner Abstützlage destabilisiert wird und zu früh in die Keilöffnung des Anschlusskopfes fällt, also bevor diese sich in eine geeigneten Position relativ zur Durchbrechung oder Öffnung des Vorsprungs des Gerüststiels befindet. Bei einem Keil ohne Biegung ist zwar ebenfalls eine Montage möglich, jedoch muss hierbei das Aufstecken ausreichend schnell erfolgen, sodass der Anschlusskopf trotz der relativ früheren Kontaktes des Keilkopfes mit dem Gerüststiel bereits weit genug auf den Vorsprung aufgeschoben ist, bis der, durch seine Trägheit verzögerte Keilkopf durch die obere Keilöffnung fallend den Schlitz erreicht hat.The wedge according to the invention is preferably wider in its head region than in its foot region, so that a higher wedge clamping force builds up with increasing penetration depth into the wedge openings. In addition, it is preferred if the wedge body has a bend in its course. The bend is preferably oriented in such a way that the wedge foot is offset in the direction of the rear end of the wedge facing away from the scaffold post. This reduces the projection of the wedge in front of the end faces of the connection head and thus the wedge, or more precisely the wedge head, only touches the scaffold post when the connection head comes closer to the latter. This prevents the wedge from being destabilized prematurely from its support position by contact with the scaffold post too early and falling too early into the wedge opening of the connection head, i.e. before it is in a suitable position relative to the breakthrough or opening of the projection of the scaffold post. With a wedge without bending, assembly is also possible, but in this case the attachment must be carried out quickly enough so that the connection head is already pushed far enough onto the projection, despite the relatively earlier contact of the wedge head with the scaffolding post, until the wedge head, delayed by its inertia, has fallen through the upper wedge opening and reached the slot.
Die Biegung kann zwischen einem Grad und dreißig Grad betragen, beträgt jedoch bevorzugt zwischen 10 und 20 Grad. Weiterhin bevorzugt befindet sich die Biegung im unteren Teil, genauer in der unteren Hälfte des Keilkörpers. Weiterhin bevorzugt ist die erfindungsgemäße Abstützmodifikation des Keils am Scheitelpunkt der Biegung angeordnet.The bend can be between one degree and thirty degrees, but is preferably between 10 and 20 degrees. The bend is also preferably located in the lower part, more precisely in the lower half of the wedge body. The support modification of the wedge according to the invention is also preferably arranged at the apex of the bend.
Der Keilfuß des erfindungsgemäßen Keils kann wie bei üblichen Keilen halbrund gestaltet sein. Bevorzugt weist der Keilfuß jedoch eine Abschrägung auf, so dass eine Spitze gebildet ist, welche weiterhin bevorzugt abgerundet gestaltet ist, wodurch er leichter an den Innenseiten der Keilöffnungen entlanggleiten kann. Der wesentliche Vorteil der Abschrägung und der Spitze ist, dass der Keil nicht auf der Oberseite des Gerüststiel-Vorsprungs, beispielsweise Lochscheibe, hängen bleiben kann, ohne durch die Durchbrechung im Vorsprung und weiter in seine Riegelposition zu fallen.The wedge base of the wedge according to the invention can be semi-circular, as with conventional wedges. Preferably, however, the wedge base has a bevel so that a tip is formed, which is also preferably rounded, so that it can slide more easily along the inside of the wedge openings. The main advantage of the bevel and the tip is that the wedge cannot get caught on the top of the scaffold post projection, for example the perforated disk, without falling through the opening in the projection and further into its locking position.
Die Abschrägung ist bevorzugt der Keilseite zugewandt, welche der Keilseite mit der Abstützmodifikation gegenüberliegt, so dass die Spitze des Keilfußes entsprechend relativ zu einer gedachten Keilmittenlinie hin zu der Keilseite mit der Abstützmodifikation versetzt ist.The bevel preferably faces the wedge side which is opposite the wedge side with the support modification, so that the tip of the wedge foot is correspondingly offset relative to an imaginary wedge center line towards the wedge side with the support modification.
Die Abschrägung nimmt mit der Vorderseite oder der Hinterseite im Bereich des Keilfußes bevorzugt einen Winkel von zwischen 100° und 150°, insbesondere etwa 120° ein.The bevel preferably forms an angle of between 100° and 150°, in particular approximately 120°, with the front or rear side in the area of the wedge foot.
Die Länge des Keiles unterhalb der Abstützmodifikation ist in bevorzugten Ausführungsformen derart bemessen, dass der Keilfuß in der Abstützlage in den Schlitz des Anschlusskopfes hineinragt. Besonders bevorzugt beträgt hierbei der Überstand des Keilfußes über die den Schlitz nach oben begrenzende Unterseite des Kopfoberteils des Anschlusskopfes zwischen 1 - 5 mm oder zwischen 10 - 50% der Höhe des Schlitzes. Hierdurch wird erreicht, dass der Keil beim Aufschieben auf den Gerüststielvorsprung dessen Oberseite streift, hierdurch bereits etwas aus der Abstützlage destabilisiert wird und dann besser und zuverlässiger in seine Riegelposition fällt.In preferred embodiments, the length of the wedge below the support modification is dimensioned such that the wedge foot extends into the slot of the connection head in the support position. The projection of the wedge foot over the underside of the upper part of the connection head, which limits the slot at the top, is particularly preferably between 1 - 5 mm or between 10 - 50% of the height of the slot. This ensures that the wedge touches the top of the scaffold post projection when pushed onto it, which already destabilizes it somewhat from the support position and then falls better and more reliably into its locking position.
In manchen Ausführungsformen des erfindungsgemäßen Keils wird die Länge des Keiles unterhalb der Abstützmodifikation, oder äquivalent die Höhe der Abstützmodifikation oberhalb dem unteren Keilende, derart gewählt, dass die Abstützmodifikation auf zwischen einem Siebtel und einem Drittel der Gesamtlänge des Keils bzw. Keilkörpers liegt, bevorzugt auf zwischen 15 % und 20% der Gesamtlänge.In some embodiments of the wedge according to the invention, the length of the wedge below the support modification, or equivalently the height of the support modification above the lower wedge end, is selected such that the support modification is between one seventh and one third of the total length of the wedge or wedge body, preferably between 15% and 20% of the total length.
In manchen Ausführungsformen verfügt der Keilfuß über Verliersicherungsstifte, welche über die Seitenflächen des Keiles hervorragen. Eine Spannweite dieser Verliersicherungsstifte ist hierbei größer gewählt als eine laterale Weite des oberen Ende der Teilöffnung des oberen Keilteils, sodass der Keil nicht vollständig aus der oberen Keilöffnung herausgezogen werden oder fallen kann.In some embodiments, the wedge base has anti-loss pins that protrude beyond the side surfaces of the wedge. A span of these anti-loss pins is selected to be larger than a lateral width of the upper end of the partial opening of the upper wedge part, so that the wedge cannot be completely pulled out of the upper wedge opening or fall.
In manchen Ausführungsformen der Erfindung dienen die Verliersicherungsstifte zusätzlich dazu, den Keil in der Abstützlage zu stabilisieren. Hierbei verhindern die Verliersicherungsstifte, dass durch das auf den Keil wirkende, diesen um seinen Abstützpunkt im Kontaktbereich zwischen Abstützmodifkation des Keils und Abstützbereich des oberen Kopfteils des Anschlusskopfs rotierende Kippmoment den Keilfuß aus der oberen Keilöffnung herausgezogen wird.In some embodiments of the invention, the anti-loss pins also serve to stabilize the wedge in the support position. The anti-loss pins prevent the wedge foot from being pulled out of the upper wedge opening by the tilting moment acting on the wedge, which rotates it around its support point in the contact area between the support modification of the wedge and the support area of the upper head part of the connection head.
In manchen Ausführungsformen fängt alternativ oder zusätzlich zu den Verliersicherungsstiften die Innenwand der oberen Keilöffnung des Kopfoberteils das beschrieben Kippmoment auf, indem sich der Keil mit seinem Keilfuß an der Innenwand abstützt. Im Falle einer Abstützmodifikation in der Keilvorderseite erfolgt diese Abstützung an der hinteren, schlitzgrundwärtigen Innenwand der oberen Keilöffnung, im Falle einer Abstützmodifikation in der Keilrückseite hingegen an der gegenüberliegenden, stirnseitenwärtigen Innenwand der oberen Keilöffnung.In some embodiments, alternatively or in addition to the anti-loss pins, the inner wall of the upper wedge opening of the upper head section absorbs the described tilting moment by supporting the wedge with its wedge foot on the inner wall. In the case of a support modification in the front of the wedge, this support takes place on the rear, slot-base-facing inner wall of the upper wedge opening, whereas in the case of a support modification in the back of the wedge, this support takes place on the opposite, front-facing inner wall of the upper wedge opening.
Weitere Merkmale, Eigenschaften und Vorteile vorliegender Erfindung ergeben sich aus den nachfolgend unter Bezugnahme auf die Figuren näher erläuterten Ausführungsbeispielen. Diese sollen vorliegende Erfindung lediglich illustrieren und in keiner Weise in ihrer Allgemeinheit einschränken.Further features, properties and advantages of the present invention emerge from the embodiments explained in more detail below with reference to the figures. These are intended only to illustrate the present invention and in no way to limit its generality.
Im Einzelnen zeigen:
- Figur 1A:
- Eine erste Ausführungsform eines erfindungsgemäßen Teils mit einer Abstützmodifikation in Form einer Nase an der Keilvorderseite.
- Figur 1B:
- Eine zweite Ausführungsform eines erfindungsgemäßen Keils mit einer Abstützmodifikation in Form einer Kerbe in der Keilvorderseite.
- Figur 1C:
- Eine dritte Ausführungsform eines erfindungsgemäßen Keils mit einer Abstützmodifikation in Form einer Kerbe in der Keilhinterseite.
- Figur 1D:
- Eine Vorderansicht einer der Ausführungsformen nach den
Figuren 1A - 1C eines erfindungsgemäßen Keils mit seitlichen Verliersicherungsstiften am Keilfuß. - Figur 2A, 2B:
- Längsschnitte durch eine erste Ausführungsform einer erfindungsgemäßen Anordnung, welche einen erfindungsgemäßen Keil gemäß der ersten Ausführungsform nach
Figur 1A einsetzt. - Figur 3A, 3B:
- Längsschnitte durch eine zweite Ausführungsform einer erfindungsgemäßen Anordnung, welche ein einen erfindungsgemäßen Keil gemäß der zweiten Ausführungsform nach
Figur 1B einsetzt. - Figur 4A, 4B:
- Längsschnitte durch eine dritte Ausführungsform einer erfindungsgemäßen Anordnung, welche ein einen erfindungsgemäßen Keil gemäß der dritten Ausführungsform nach
Figur 1C einsetzt. - Figur 5A:
- Längsschnitt durch eine Ausführungsform der erfindungsgemäßen Anordnung ähnlich der in den
Figuren 3A und 3B gezeigten, welche jedoch eine leicht abgewandelte Ausführungsform des inFigur 1B gezeigten erfindungsgemäßen Keils einsetzt, bei welcher der Keilfuß eine Abschrägung aufweist. - Figur 5B, 5C:
- Längsschnitte, welche den Vorteil der in
Figur 5A gezeigten abgewandelten Ausführungsform des erfindungsgemäßen Keils im Vergleich zu der Ausführungsform des Keils ausFigur 1B illustrieren. - Figur 6A - C:
- Längsschnitte durch eine vierte Ausführungsform einer erfindungsgemäßen Anordnung, welche ein eine leichte Abwandlung des in der
Figur 5A eingesetzten Keils verwendet.
- Figure 1A:
- A first embodiment of a part according to the invention with a support modification in the form of a nose on the wedge front side.
- Figure 1B:
- A second embodiment of a wedge according to the invention with a support modification in the form of a notch in the front side of the wedge.
- Figure 1C:
- A third embodiment of a wedge according to the invention with a support modification in the form of a notch in the rear side of the wedge.
- Figure 1D:
- A front view of one of the embodiments according to the
Figures 1A - 1C a wedge according to the invention with lateral anti-loss pins on the wedge base. - Figure 2A, 2B:
- Longitudinal sections through a first embodiment of an arrangement according to the invention, which comprises a wedge according to the invention according to the first embodiment according to
Figure 1A uses. - Figure 3A, 3B:
- Longitudinal sections through a second embodiment of an arrangement according to the invention, which shows a wedge according to the invention according to the second embodiment according to
Figure 1B uses. - Figure 4A, 4B:
- Longitudinal sections through a third embodiment of an arrangement according to the invention, which shows a wedge according to the invention according to the third embodiment according to
Figure 1C uses. - Figure 5A:
- Longitudinal section through an embodiment of the arrangement according to the invention similar to that shown in the
Figures 3A and 3B shown, which however is a slightly modified version of the one shown inFigure 1B shown wedge according to the invention, in which the wedge foot has a bevel. - Figure 5B, 5C:
- Longitudinal sections, which take advantage of the
Figure 5A shown modified embodiment of the wedge according to the invention compared to the embodiment of the wedge fromFigure 1B illustrate. - Figure 6A - C:
- Longitudinal sections through a fourth embodiment of an arrangement according to the invention, which is a slight modification of the
Figure 5A inserted wedge is used.
Der Keilfuß 15 ist gemäß der üblichen Gestaltung halbrund gestaltet und weist auf jeder Seite zwei Verliersicherungsnieten oder -stifte 15 auf, welche über die Seitenflächen 17, 18 des Keils hervorragen. Zusammenwirkend mit einer entsprechen schmalen Mündung der oberen Keilöffnung 210 des Keiloberteils 21, wie etwa in den
Die
Die
In
Die
Die
Die
Die
Im Unterschied zur ersten und zweiten Ausführungsform steht hierbei der Keil 1c in der Abstützlage nicht nach vorne, in Richtung der Stirnseite 211 über den Anschlusskopf 2 über, sondern nach hinten in Richtung des Bauteils 3 bzw. der Anschlussseite 25, an welcher der Anschlusskopf mit dem Bauteil 3 verbunden ist. Da es bei einer solchen Ausrichtung beim Aufstecken des Anschlusskopfes 2 auf die Lochscheibe 41 nicht zum direkten Kontakt zwischen dem Keil 1c und dem Gerüststiel 4 kommt, muss der Keil 1c auf andere Weise aus der mechanisch stabilen Abstützlage destabilisiert werden, damit er bestimmungsgemäß in die Riegelposition fallen kann. Denkbar ist, dies prozedural zu lösen, indem das Aufschieben mit ausreichend viel Schwung erfolgt, dass der Keil durch das abrupte Abbremsen des Anschlusskopfes, sobald er den Gerüststiel kontaktiert, destabilisiert wird. Versuche der Anmelderin haben aber ergeben, dass eine zuverlässigere Destabilisierung dadurch erreicht werden kann, dass der Keilfuß 15 eine gewisse Distanz D in den Schlitz 2 hineinragt, also die Länge des Keiles 1c unterhalb der Abstützmodifikation 16 entsprechend gewählt ist. Bei einem nach vorne überstehenden Keil gemäß der
In der
Der Vorzug der Abschrägung 152 geht aus dem Vergleich der in den Schnittzeichnungen der
Die ungewollte Zwischenposition kann nur eingenommen werden, da der halbrunde Keilfuß ausreichend stabil auf der Oberseite 411 aufstehen kann. Wie in der
Die
Die Figuren zeigen verschiedene Stadien des Anschließens des Anschlusskopfes 2 an die Lochscheibe 41 des Gerüststiels 4. Die
Der Keil 1b ist weitestgehend wie die in den übrigen Figuren vorgestellten Keile 1 gestaltet, und hat wie der Keil 1 der
Die Positionierung der Kerbe 16b vergleichsweise nahe am Keilfuß 15 bewirkt in Verbindung mit der im Bereich der Abstützkerbe 16b vorliegenden Krümmung des Keilkörpers 11 eine aufrechtere Stellung des Keils 1b in der Abstützlage, wodurch er beim Anschluss an den Vertikalstiel 4 erst später mit diesem in Kontakt kommt. Dies hilft ein zu frühes Verlassen der Abstützlage und etwaige vorzeitiges Verschließen des Schlitzes 20 zu verhindern. Zudem erhöht der größere Überstand des Keils 1b über die Oberseite 213 des Anschlusskopfes das Trägheitsmoment des Keils 1b bei Rotation um seinen Auflagepunkt auf dem Abstützbereich 2135 der Oberseite 213, was die Gefahr verringert, dass der Keil 1b durch den Stoß seitens des Gerüststiels 4 bei Herstellung des Kontakts in eine ebenfalls stabile, aber zum selbsttätigen Einfallen in die Riegelstellung ungeeignete Lage versetzt wird, in der der Keil auf der Oberseite des Bauteils 3 aufliegt.The positioning of the
Wie auch der Keil der
- 1, 1a, 1b, 1c1, 1a, 1b, 1c
- Keilwedge
- 1111
- KeilkörperWedge body
- 1212
- vordere Stirnseite von 11front face of 11
- 1313
- hintere Stirnseite/Rückseite von 11rear front/back of 11
- 1414
- KeilkopfWedge head
- 1515
- KeilfußWedge foot
- 151151
- VerliersicherungsnietenAnti-loss rivets
- 152152
- Abschrägungbevel
- 153153
- SpitzeGreat
- 1616
- AbstützmodifikationSupport modification
- 16a16a
- Abstütznase auf 12Support nose on 12
- 16b16b
- Abstützkerbe in 12Support notch in 12
- 16c16c
- Abstützkerbe in 13Support notch in 13
- 22
- AnschlusskopfConnection head
- 2020
- Schlitzslot
- 201201
- SchlitzgrundSlot base
- 2121
- KopfoberteilHead top
- 210210
- obere Keilöffnungupper wedge opening
- 211211
- Stirnseite von 21Front side of 21
- 213213
- Oberseite von 21Top of 21
- 21352135
- Abstützbereich für 16Support area for 16
- 2525
- AnschlussseiteConnection side
- 2929
- KopfunterteilHead base
- 290290
- untere Keilöffnunglower wedge opening
- 291291
- Stirnseite von 29Front of 29
- 33
- GerüstbauteilScaffolding component
- 44
- GerüststielScaffolding post
- 4141
- LochscheibePerforated disc
- 411411
- Oberseite von 41Top of 41
- 4242
- oberer Stützbereichupper support area
- 4848
- unterer Stützbereichlower support area
- SPSP
- Schwerpunkt von 1Focus of 1
- DD
- Überstand von 15 in 20 hineinOverhang from 15 into 20
Claims (15)
gekennzeichnet durch
marked by
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102022126603.6A DE102022126603A1 (en) | 2022-10-12 | 2022-10-12 | Wedge for wedging a connection head of a scaffolding component to a scaffold post of a scaffolding |
Publications (1)
Publication Number | Publication Date |
---|---|
EP4361375A1 true EP4361375A1 (en) | 2024-05-01 |
Family
ID=88295811
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP23202013.1A Pending EP4361375A1 (en) | 2022-10-12 | 2023-10-06 | Wedge for wedged fastening of a connecting head of a scaffolding component to a scaffolding post of a scaffolding tower |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP4361375A1 (en) |
DE (1) | DE102022126603A1 (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1985001976A1 (en) * | 1983-11-05 | 1985-05-09 | Andras Szucs | Improvements relating to scaffolding and to braces for use in scaffolding |
US4840513A (en) * | 1986-11-05 | 1989-06-20 | Hackett Steven B | Scaffolding connector apparatus |
JP2010168747A (en) * | 2009-01-20 | 2010-08-05 | Heiwa Giken Kk | Connecting member and brace member |
EP2530219A1 (en) * | 2011-06-01 | 2012-12-05 | Wilhelm Layher Verwaltungs-GmbH | Frame component with at least one connection head and method for fixing a frame component comprising at least one connection head to a vertical frame element |
-
2022
- 2022-10-12 DE DE102022126603.6A patent/DE102022126603A1/en active Pending
-
2023
- 2023-10-06 EP EP23202013.1A patent/EP4361375A1/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1985001976A1 (en) * | 1983-11-05 | 1985-05-09 | Andras Szucs | Improvements relating to scaffolding and to braces for use in scaffolding |
US4840513A (en) * | 1986-11-05 | 1989-06-20 | Hackett Steven B | Scaffolding connector apparatus |
JP2010168747A (en) * | 2009-01-20 | 2010-08-05 | Heiwa Giken Kk | Connecting member and brace member |
EP2530219A1 (en) * | 2011-06-01 | 2012-12-05 | Wilhelm Layher Verwaltungs-GmbH | Frame component with at least one connection head and method for fixing a frame component comprising at least one connection head to a vertical frame element |
WO2012163349A2 (en) | 2011-06-01 | 2012-12-06 | Wilhelm Layher Verwaltungs-Gmbh | Scaffolding component with at least one connection head and method for fastening a scaffolding component having at least one connection head to a vertical scaffolding element |
Also Published As
Publication number | Publication date |
---|---|
DE102022126603A1 (en) | 2024-04-18 |
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