EP2848737A1 - Protection shield - Google Patents

Protection shield Download PDF

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Publication number
EP2848737A1
EP2848737A1 EP20130004473 EP13004473A EP2848737A1 EP 2848737 A1 EP2848737 A1 EP 2848737A1 EP 20130004473 EP20130004473 EP 20130004473 EP 13004473 A EP13004473 A EP 13004473A EP 2848737 A1 EP2848737 A1 EP 2848737A1
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EP
European Patent Office
Prior art keywords
struts
pair
net
shield
bolt connection
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Granted
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EP20130004473
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German (de)
French (fr)
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EP2848737B1 (en
Inventor
Wilfried Mair
Friedrich Mair
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Mair Wilfried / Srl GmbH
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Mair Wilfried / Srl GmbH
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Priority to EP13004473.8A priority Critical patent/EP2848737B1/en
Publication of EP2848737A1 publication Critical patent/EP2848737A1/en
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
    • E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries

Definitions

  • the present invention relates to a shield with the features of the preamble of claim 1 and an arrangement with such a shield.
  • Generic Verbauungsschilde serve the retention of snow or soil and rock for slope protection. They are transported in a folded state to the place of use, unfolded there and fastened. The attachment works by means of a ground anchor, which usually contains two piles sunken in the ground.
  • the four web struts form a scaffold for a network whose task is the retention of the above materials.
  • the standard construction is a pyramidal shape, the network forming the base, the steel cables the edges and the bottom anchor end of the tie rod the top of the pyramid.
  • a disadvantage of the construction described is that by the folding of the net struts in the transport position, the network very must be strongly deformed.
  • the mesh struts are arranged quite compact together with the pull rod in the transport position, but the network is swelled around it, which entails an increase in the volume to be transported in practice, therefore often the network is only after the construction of the scaffold appropriate,
  • the object of the invention is to provide a Verbauungsschild, which allows in comparison to the prior art, a simplified handling or assembly at the site. Furthermore, an arrangement with such a shield is to be provided.
  • Another advantage of the construction according to the invention is increased rigidity and stability. Because by combining pairs of net struts, the fasteners can be made more massive, which was not possible in the prior art due to the space available.
  • the above-described technical effect of the invention can be optimized by connecting the second pair of mesh struts to a second scaffolding element such that the second pair of mesh struts are pivotable together relative to the first pair of mesh struts.
  • connection of the scaffold elements can be solved in a particularly simple manner, in that the first scaffold element is detachably connected to the second scaffold element by means of a first bolt connection and is connected to a second bolt connection.
  • the pivotability of the scaffold elements relative to one another can be achieved particularly easily in this case, in that the first scaffold element can be pivoted by releasing the first bolt connections relative to the second scaffold element with a bolt of the second bolt connection as a rotation axis.
  • first pair of mesh struts and / or the second pair of mesh struts are each arranged substantially V-shaped.
  • a V-shaped arrangement of the mesh struts and a star-shaped arrangement of the net struts are still the stability of the shield beneficial, since then optimized leverage for retaining soil, snow or rock are available,
  • Bolt connections can also be well suited for fastening the drawbar, since they can offer a particularly simple fastening with particularly high rigidity and strength.
  • This fastening device can be made particularly simple by a connecting element is provided, which is fastened in each case at one end of a net strut of the first Verbauungsschildes and the second Verbauungsschildes.
  • the at least one fastening device may comprise an anchoring element for anchoring in the ground.
  • Fig. 1 These include the net struts 4, the network 5 and the pull rod 11.
  • This pull rod 11 has at the free end 12 via a way to attach a ground anchor - in this case, a through hole by a attached to the pull rod 11 tab.
  • Fig. 2 is the attachment of the first pair 2 net struts 4 existing first scaffold element 6 shown with the second pair 3 net struts 4 comprising second scaffolding element 7.
  • An essential component here is the second bolt connection 9, wherein the first bolt connection 8 is concealed (see the Fig. 6a to 6e ).
  • pull rod 11 can be seen. It is fastened to the first frame element 6 or to the second frame element 7 with the third bolt fastening 13 and the fourth bolt fastening 14.
  • the bolt 15 of the second bolt connection 9 also assumes the position shown in the transport position to serve as the pivot axis X for the pivoting movement (see Fig. 5a and 6a ), it is provided that the bolts of the first bolt connection, the third bolt connection and the fourth bolt connection are released in the transport position.
  • Fig. 3 the scaffolding elements 6, 7 are shown in the transport position, wherein the network 5 is attached thereto.
  • bolt connections are made through perforated tabs 16, with bolts 15 of the bolt connection cooperating with the holes of the perforated tabs 16.
  • perforated tab 16 is provided on the two mutually fastening parts.
  • the scaffolding elements 6, 7 are also shown in different perspectives, taking the transport position. Especially in Fig. 5a is the axis of rotation X of the pivotal movement of the first frame element 6 relative to the second frame element 7 to recognize well.
  • the rotation axis X is thereby physically formed by bolts 15 of the second bolt connection 9.
  • first scaffolding elements 6 and second scaffolding element 7 are clearly shown in different perspectives.
  • this relates to the first bolt connection 8 and the second bolt connection 9, wherein the bolt 15 of the latter forms the axis of rotation X of the pivoting movement.
  • the tabs 16 for the third bolt connection 13 and the fourth bolt connection 14 for fastening the pull rod 11 can be seen.
  • Fig. 7 and 8th are arrangements according to the invention of a first Verbauungsschild 1, a second Verbauungsschild 10 and in the case of Fig. 8 a third Verbauungsschild 100 shown.
  • the Verbauungsschilde 1, 10, 100 are each connected to one another at the ends of their network struts 4 facing the ground.
  • Fig. 9 and 10 show two different embodiments (these are detailed representations of the circles in the Fig. 7 and 8th shown areas).
  • any number of shields 1, 10, 100 may be interconnected by the illustrated embodiments.
  • the fastening device 18 in the embodiment of Fig. 9 has a connecting element 19, which is designed as a perforated profile iron. They are connected via screw connections in each case with one end of net struts 4 different shields 1, 10, 100. Punched flat steel or the like can of course also be used instead of profile iron.
  • Fig. 10 is additionally provided to attach to the fastening device 18 Verankemngselement 20. This provides an additional anchoring of the arrangement according to the invention together with the present at the free ends of the tie rods 11 ground anchors.
  • Fig. 11 shows a the Figures 9 and 10 similar representation, with no fastening device is present.
  • U-profiles 22 are shown, which serve the attachment of the network 5 to the net struts 4.
  • the net 5 comprises a peripheral edge-in most cases somewhat thicker-wire, which is guided around the mentioned U-profiles 22 and is fastened by means of screws.
  • connection of the various elements need not be solved by bolted connections. Any other, known among professionals connectivity, such as joints and fittings, are also conceivable. It also does not have to be exact two scaffolding elements may be provided, which is especially true in the case when not exactly four net struts 4 per shield 1, 10, 100 are used.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

Klappbares Verbauungsschild mit einem ersten Paar (2) Netzstreben (4) und einem zweiten Paar (3) Netzstreben (4), wobei an den Netzstreben (4) ein Netz (5) befestigbar ist, wobei das erste Paar (2) Netzstreben (4) derart zu einem ersten Gerüstelement (6) verbunden ist, dass das erste Paar (2) Netzstreben (4) gemeinsam relativ zu einem zweiten Gerüstelement (7) verschwenkbar ist, wobei das zweite Paar (3) Netzstreben (4) Teil des zweiten Gerüstelements (7) sind.Folding shield with a first pair (2) net struts (4) and a second pair (3) net struts (4), wherein on the net struts (4) a network (5) can be fastened, wherein the first pair (2) net struts (4 ) is connected to a first frame element (6) such that the first pair (2) net struts (4) are pivotable together relative to a second frame element (7), the second pair (3) net struts (4) being part of the second frame element (7) are.

Description

Die vorliegende Erfindung betrifft ein Verbauungsschild mit den Merkmalen des Oberbegriffs des Anspruchs 1 sowie eine Anordnung mit einem derartigen Verbauungsschild.The present invention relates to a shield with the features of the preamble of claim 1 and an arrangement with such a shield.

Gattungsgemäße Verbauungsschilde dienen dem Zurückhalten von Schnee bzw. Erdreich und Gestein zur Hangsicherung. Sie werden in einem zusammengeklappten Zustand zum Einsatzort transportiert, dort aufgeklappt und befestigt. Die Befestigung funktioniert mittels eines Bodenankers, der meist zwei im Boden versenkte Pfähle beinhaltet.Generic Verbauungsschilde serve the retention of snow or soil and rock for slope protection. They are transported in a folded state to the place of use, unfolded there and fastened. The attachment works by means of a ground anchor, which usually contains two piles sunken in the ground.

Im Normalfall verfügen gattungsgemäße Verbauungsschilde über vier Netzstreben, welche schwenkbar an einer Zugstange befestigt sind, wobei sie in der Transportstellung so verschwenkt werden, dass sie parallel zur Zugstange ausgerichtet sind. Die Befestigungen der Netzstreben und des Bodenankers sind meist an gegenüberliegenden Enden der Zugstange angeordnet.Normally, generic Verbauungsschilde have four net struts, which are pivotally mounted on a pull rod, being pivoted in the transport position so that they are aligned parallel to the pull rod. The fortifications of the net struts and the ground anchor are usually arranged at opposite ends of the drawbar.

Die vier Netzstreben bilden ein Gerüst für ein Netz, dessen Aufgabe das Zurückhalten der oben genannten Materialien ist. Zusätzlich sind im Normalfall weiterhin von den freien Enden der Netzstreben zum bodenankerseitigen Ende der Zugstange Stahlseile gespannt, was der Stabilität der Konstruktion zuträglich sein soll.The four web struts form a scaffold for a network whose task is the retention of the above materials. In addition, in the normal case continue to be stretched from the free ends of the net struts to ground anchor side end of the drawbar steel cables, which should be beneficial to the stability of the construction.

Insgesamt ergibt sich also als Standardkonstruktion eine Pyramidenform, wobei das Netz die Grundfläche, die Stahlseile die Kanten und das bodenankerseitige Ende der Zugstange die Spitze der Pyramide bilden.Overall, therefore, the standard construction is a pyramidal shape, the network forming the base, the steel cables the edges and the bottom anchor end of the tie rod the top of the pyramid.

Nachteilig bei der beschriebenen Bauweise ist, dass durch das Zusammenklappen der Netzstreben in die Transportstellung das Netz sehr stark verformt werden muss. Als Resultat sind zwar die Netzstreben zusammen mit der Zugstange in der Transportstellung recht kompakt angeordnet, aber das Netz ist darum herum aufgebauscht, was eine Vergrößerung des zu transportierenden Volumens nach sich zieht, In der Praxis wird daher oft das Netz erst nach dem Aufbau des Gerüstes angebracht,A disadvantage of the construction described is that by the folding of the net struts in the transport position, the network very must be strongly deformed. As a result, although the mesh struts are arranged quite compact together with the pull rod in the transport position, but the network is swelled around it, which entails an increase in the volume to be transported in practice, therefore often the network is only after the construction of the scaffold appropriate,

Aufgabe der Erfindung ist es, ein Verbauungsschild bereitzustellen, welches im Vergleich zum Stand der Technik eine vereinfachte Handhabung bzw. Montage am Einsatzort zulässt. Des Weiteren soll eine Anordnung mit einem solchen Verbauungsschild bereitgestellt werden.The object of the invention is to provide a Verbauungsschild, which allows in comparison to the prior art, a simplified handling or assembly at the site. Furthermore, an arrangement with such a shield is to be provided.

Diese Aufgabe wird durch ein Verbauungsschild mit den Merkmalen des Anspruchs 1 sowie einer Anordnung mit den Merkmalen des Anspruchs 9 gelöst.This object is achieved by a Verbauungsschild with the features of claim 1 and an arrangement with the features of claim 9.

Dies geschieht indem ein erstes Paar Netzstreben derart zu einem ersten Gerüstelement verbunden wird, dass das erste Paar Netzstreben gemeinsam relativ zu einem zweiten Gerüstelement verschwenkbar ist, wobei das zweite Paar Netzstreben Teil des zweiten Gerüstelements ist.This is done by connecting a first pair of mesh struts to a first scaffold member such that the first pair of mesh struts are pivotable together relative to a second scaffold member, wherein the second pair of mesh struts is part of the second framework member.

Ein weiterer Vorteil der erfindungsgemäßen Konstruktion ist eine erhöhte Steifigkeit und Stabilität. Denn durch das Zusammenfassen von Paaren von Netzstreben können die Befestigungen massiver ausgeführt werden, was im Stand der Technik aufgrund der Platzverhältnisse nicht möglich war.Another advantage of the construction according to the invention is increased rigidity and stability. Because by combining pairs of net struts, the fasteners can be made more massive, which was not possible in the prior art due to the space available.

Weitere vorteilhafte Ausführungsformen der Erfindung sind in den abhängigen Ansprüchen definiert.Further advantageous embodiments of the invention are defined in the dependent claims.

Der oben beschriebene technische Effekt der Erfindung kann optimiert werden, indem das zweite Paar Netzstreben derart zu einem zweiten Gerüstelement verbunden ist, dass das zweite Paar Netzstreben gemeinsam relativ zum ersten Paar Netzstreben verschwenkbar ist.The above-described technical effect of the invention can be optimized by connecting the second pair of mesh struts to a second scaffolding element such that the second pair of mesh struts are pivotable together relative to the first pair of mesh struts.

Die Verbindung der Gerüstelemente kann besonders einfach gelöst werden, indem das erste Gerüstelement mit dem zweiten Gerüstelement mittels einer ersten Bolzenverbindung lösbar verbunden ist und einer zweiten Bolzenverbindung verbunden ist.The connection of the scaffold elements can be solved in a particularly simple manner, in that the first scaffold element is detachably connected to the second scaffold element by means of a first bolt connection and is connected to a second bolt connection.

Die Verschwenkbarkeit der Gerüstelemente relativ zueinander kann in diesem Fall besonders einfach erreicht werden, indem das erste Gerüstelement durch Lösen der ersten Bolzenverbindungen relativ zum zweiten Gerüstelement mit einem Bolzen der zweiten Bolzenverbindung als Drehachse verschwenkbar ist.The pivotability of the scaffold elements relative to one another can be achieved particularly easily in this case, in that the first scaffold element can be pivoted by releasing the first bolt connections relative to the second scaffold element with a bolt of the second bolt connection as a rotation axis.

Für ein besonders kleines Transportvolumen kann gesorgt werden, indem das erste Paar Netzstreben und/oder das zweite Paar Netzstreben jeweils im Wesentlichen V-förmig angeordnet sind.For a particularly small transport volume can be ensured by the first pair of mesh struts and / or the second pair of mesh struts are each arranged substantially V-shaped.

Eine V-förmige Anordnung der Netzstreben sowie eine sternförmige Anordnung der Netzstreben sind weiterhin der Stabilität des Verbauungsschilds zuträglich, da dann optimierte Hebelverhältnisse zum Zurückhalten von Erdreich, Schnee oder Gestein vorhanden sind,A V-shaped arrangement of the mesh struts and a star-shaped arrangement of the net struts are still the stability of the shield beneficial, since then optimized leverage for retaining soil, snow or rock are available,

Die Minimierung des Transportvolumens kann weiterhin optimiert werden, indem eine Zugstange vorgesehen ist, welche mit dem ersten Gerüstelement und/oder mit dem zweiten Gerüstelement lösbar verbindbar ist und an deren freien Ende ein Bodenanker befestigbar ist. Außerdem wird die Montage dadurch erleichtert, dass zuerst das Entklappen des Gerüstes durchgeführt werden kann und danach die Befestigung der Zugstange, was deshalb vorteilhaft ist, weil bei vormontiertem Netz und vormontierter Zugstange die Handhabung des Verbauungsschildes durch die Ausbuchtung des Netzes erschwert ist.The minimization of the transport volume can be further optimized by a pull rod is provided, which is detachably connectable to the first frame member and / or with the second frame member and at the free end of a ground anchor is fastened. In addition, the assembly is facilitated by the fact that first the unfolding of the scaffolding can be performed and then the attachment of the drawbar, which is advantageous because the preassembled network and preassembled drawbar, the handling of Verbauungsschildes is complicated by the bulge of the network.

Auch zur Befestigung der Zugstange können Bolzenverbindungen gut geeignet sein, da sie eine besonders einfache Befestigung bei besonders hoher Steifigkeit und Festigkeit bieten können.Bolt connections can also be well suited for fastening the drawbar, since they can offer a particularly simple fastening with particularly high rigidity and strength.

Bei Anordnungen aus mehreren Verbauungsschilden kann es von Vorteil sein, diese mittels einer Befestigungsvorrichtung miteinander zu verbinden.In arrangements of several Verbauungsschilden it may be advantageous to connect them together by means of a fastening device.

Diese Befestigungsvorrichtung kann besonders einfach ausgeführt werden, indem ein Verbindungselement vorgesehen ist, welches jeweils an einem Ende einer Netzstrebe des ersten Verbauungsschildes und des zweiten Verbauungsschildes befestigt ist.This fastening device can be made particularly simple by a connecting element is provided, which is fastened in each case at one end of a net strut of the first Verbauungsschildes and the second Verbauungsschildes.

Um eine solche Anordnung zusätzlich vor Abrutschen am Hang zu Schützen, kann die wenigstens eine Befestigungsvorrichtung ein Verankerungselement zur Verankerung im Untergrund umfassen.In order to additionally protect such an arrangement from slipping on a slope, the at least one fastening device may comprise an anchoring element for anchoring in the ground.

Weitere Vorteile und Einzelheiten der Erfindung sind anhand der Figuren sowie der dazugehörigen Figurenbeschreibung ersichtlich. Dabei zeigen:

Fig. 1
eine Ausführungsform eines erfindungsgemäßen Verbauungsschildes,
Fig. 2
eine Detaildarstellung aus Fig. 1,
Fig. 3
das Verbauungsschild aus Fig. 1 in Transportstellung,
Fig. 4a bis 4e
verschiedene Ansichten der aneinander befestigten Gerüstelemente,
Fig. 5a bis 5c
verschiedene Ansichten der Gerüstelemente aus den Fig. 4a bis 4e, wobei diese in Transportstellung sind,
Fig. 6a bis 6e
verschiedene Ansichten des Bereichs, indem die Gerüstelemente aneinander verbunden sind,
Fig. 7 und Fig. 8
erfindungsgemäße Anordnungen aus zwei bzw. drei Verbauungsschilden,
Fig. 9 und Fig. 10
zwei Ausführungsformen von Befestigungsvorrichtungen zum Verbinden von Verbauungsschilden sowie
Fig. 11
Detaildarstellung ähnlich denen aus Fig. 9 und 10 aber ohne Befestigungsvorrichtung.
Further advantages and details of the invention are apparent from the figures and the associated description of the figures. Showing:
Fig. 1
an embodiment of an obstruction shield according to the invention,
Fig. 2
a detailed view Fig. 1 .
Fig. 3
the shield off Fig. 1 in transport position,
Fig. 4a to 4e
different views of the scaffold elements attached to each other,
Fig. 5a to 5c
different views of the scaffolding elements from the Fig. 4a to 4e , where these are in transport position,
Fig. 6a to 6e
different views of the area by the scaffolding elements are connected to each other,
FIGS. 7 and 8
inventive arrangements of two or three shields,
FIGS. 9 and 10
two embodiments of fastening devices for connecting Verbauungsschilden and
Fig. 11
Detail display similar to those from Fig. 9 and 10 but without fastening device.

In Fig. 1 sind die Hauptbestandteile eines erfindungsgemäßen Verbauungsschildes dargestellt, Dazu zählen die Netzstreben 4, das Netz 5 sowie die Zugstange 11. Diese Zugstange 11 verfügt am freien Ende 12 über eine Möglichkeit zur Befestigung eines Bodenankers - in diesem Fall ein Durchgangsloch durch eine an der Zugstange 11 befestigte Lasche.In Fig. 1 These include the net struts 4, the network 5 and the pull rod 11. This pull rod 11 has at the free end 12 via a way to attach a ground anchor - in this case, a through hole by a attached to the pull rod 11 tab.

Weiterhin sind die vier Drahtseile, welche vom freien Ende 12 der Zugstange 11 zu den Netzstreben 4 verlaufen, dargestellt. Letztlich sind noch zwei Standfüße 21 erkennbar, mit welchen die Netzstreben 4 am Untergrund abgestützt sind.Furthermore, the four wire cables, which extend from the free end 12 of the pull rod 11 to the net struts 4, are shown. Finally, two feet 21 can be seen, with which the mesh struts 4 are supported on the ground.

In Fig. 2 ist die Befestigung des aus dem ersten Paar 2 Netzstreben 4 bestehenden ersten Gerüstelement 6 mit dem aus dem zweiten Paar 3 Netzstreben 4 umfassenden zweiten Gerüstelement 7 dargestellt. Wesentlicher Bestandteil ist hierbei die zweite Bolzenverbindung 9, wobei die erste Bolzenverbindung 8 verdeckt ist (siehe hierzu die Fig. 6a bis 6e).In Fig. 2 is the attachment of the first pair 2 net struts 4 existing first scaffold element 6 shown with the second pair 3 net struts 4 comprising second scaffolding element 7. An essential component here is the second bolt connection 9, wherein the first bolt connection 8 is concealed (see the Fig. 6a to 6e ).

Des Weiteren ist die Zugstange 11 zu erkennen. Sie ist mit der dritten Bolzenbefestigung 13 sowie der vierten Bolzenbefestigung 14 am ersten Gerüstelement 6 bzw. am zweiten Gerüstelement 7 befestigt.Furthermore, the pull rod 11 can be seen. It is fastened to the first frame element 6 or to the second frame element 7 with the third bolt fastening 13 and the fourth bolt fastening 14.

Während es vorgesehen ist, dass der Bolzen 15 der zweiten Bolzenverbindung 9 auch in der Transportposition die dargestellte Position einnimmt, um als Drehachse X für die Schwenkbewegung zu dienen (siehe Fig. 5a und 6a), ist vorgesehen, dass die Bolzen der ersten Bolzenverbindung, der dritten Bolzenverbindung sowie der vierten Bolzenverbindung in der Transportstellung gelöst sind.While it is provided that the bolt 15 of the second bolt connection 9 also assumes the position shown in the transport position to serve as the pivot axis X for the pivoting movement (see Fig. 5a and 6a ), it is provided that the bolts of the first bolt connection, the third bolt connection and the fourth bolt connection are released in the transport position.

In Fig. 3 sind die Gerüstelemente 6, 7 in der Transportstellung dargestellt, wobei das Netz 5 an diesen befestigt ist.In Fig. 3 the scaffolding elements 6, 7 are shown in the transport position, wherein the network 5 is attached thereto.

Für die dargestellte Ausführungsform werden Bolzenverbindungen durch gelochte Laschen 16 ausgeführt, wobei Bolzen 15 der Bolzenverbindung mit den Löchern der gelochten Laschen 16 zusammenwirken. Natürlich ist jeweils mindestens eine gelochte Lasche 16 an den beiden zueinander befestigenden Teilen vorgesehen.For the illustrated embodiment, bolt connections are made through perforated tabs 16, with bolts 15 of the bolt connection cooperating with the holes of the perforated tabs 16. Of course, in each case at least one perforated tab 16 is provided on the two mutually fastening parts.

In den Fig. 4a bis 4e sind die aneinander verbundenen Gerüstelemente 6, 7 in verschiedenen, teilweise perspektivischen Darstellungen gezeigt, wobei das Netz 5 der Übersichtlichkeit halber nicht dargestellt ist.In the Fig. 4a to 4e the interconnected scaffolding elements 6, 7 are shown in different, partially perspective representations, wherein the network 5 is not shown for the sake of clarity.

In den Fig. 5a bis 5c sind die Gerüstelemente 6, 7 ebenfalls in verschiedenen Perspektiven dargestellt, wobei sie die Transportstellung einnehmen. Besonders in Fig. 5a ist die Drehachse X der Schwenkbewegung des ersten Gerüstelements 6 relativ zum zweiten Gerüstelement 7 gut zu erkennen. Die Drehachse X wird dabei physikalisch von Bolzen 15 der zweiten Bolzenverbindung 9 gebildet.In the Fig. 5a to 5c the scaffolding elements 6, 7 are also shown in different perspectives, taking the transport position. Especially in Fig. 5a is the axis of rotation X of the pivotal movement of the first frame element 6 relative to the second frame element 7 to recognize well. The rotation axis X is thereby physically formed by bolts 15 of the second bolt connection 9.

In den Fig. 6a bis 6e ist die Verbindung zwischen erstem Gerüstelemente 6 und zweitem Gerüstelement 7 in verschiedenen Perspektiven deutlich dargestellt. Insbesondere betrifft dies die erste Bolzenverbindung 8 und die zweite Bolzenverbindung 9, wobei der Bolzen 15 der Letzteren die Drehachse X der Schwenkbewegung bildet. Zudem sind die Laschen 16 (siehe Fig. 6b und 6d) für die dritte Bolzenverbindung 13 und die vierte Bolzenverbindung 14 zur Befestigung der Zugstange 11 zu erkennen.In the Fig. 6a to 6e the connection between first scaffolding elements 6 and second scaffolding element 7 is clearly shown in different perspectives. In particular, this relates to the first bolt connection 8 and the second bolt connection 9, wherein the bolt 15 of the latter forms the axis of rotation X of the pivoting movement. In addition, the tabs 16 (see Fig. 6b and 6d ) for the third bolt connection 13 and the fourth bolt connection 14 for fastening the pull rod 11 can be seen.

In den Fig. 7 und 8 sind erfindungsgemäße Anordnungen aus einem ersten Verbauungsschild 1, einem zweiten Verbauungsschild 10 sowie im Falle der Fig. 8 einem dritten Verbauungsschild 100 dargestellt.In the Fig. 7 and 8th are arrangements according to the invention of a first Verbauungsschild 1, a second Verbauungsschild 10 and in the case of Fig. 8 a third Verbauungsschild 100 shown.

Die Verbauungsschilde 1, 10, 100 sind jeweils an den Enden ihrer dem Untergrund zugewandten Netzstreben 4 miteinander verbunden. Diesbezüglich sind in den Fig. 9 und 10 zwei verschiedene Ausführungsformen dargestellt (dies sind Detaildarstellungen der durch die Kreise in den Fig. 7 und 8 dargestellten Bereiche). Natürlich kann jede beliebige Anzahl von Verbauungsschilden 1, 10, 100 durch die dargestellten Ausführungsformen miteinander verbunden werden.The Verbauungsschilde 1, 10, 100 are each connected to one another at the ends of their network struts 4 facing the ground. In this regard are in the Fig. 9 and 10 show two different embodiments (these are detailed representations of the circles in the Fig. 7 and 8th shown areas). Of course, any number of shields 1, 10, 100 may be interconnected by the illustrated embodiments.

Die Befestigungsvorrichtung 18 in der Ausführungsform aus Fig. 9 weist ein Verbindungselement 19 auf, welches als gelochtes Profileisen ausgeführt ist. Sie sind über Verschraubungsverbindungen jeweils mit einem Ende von Netzstreben 4 verschiedener Verbauungsschilde 1, 10, 100 verbunden. Gelochte Flachstahle oder dergleichen können statt Profileisen natürlich ebenso zum Einsatz kommen.The fastening device 18 in the embodiment of Fig. 9 has a connecting element 19, which is designed as a perforated profile iron. They are connected via screw connections in each case with one end of net struts 4 different shields 1, 10, 100. Punched flat steel or the like can of course also be used instead of profile iron.

In der Ausführungsform aus Fig. 10 ist zusätzlich vorgesehen, an der Befestigungsvorrichtung 18 ein Verankemngselement 20 zu befestigen. Dies sorgt für eine zusätzliche Verankerung der erfindungsgemäßen Anordnung nebst den an den freien Enden der Zugstangen 11 vorhandenen Bodenankern.In the embodiment of Fig. 10 is additionally provided to attach to the fastening device 18 Verankemngselement 20. This provides an additional anchoring of the arrangement according to the invention together with the present at the free ends of the tie rods 11 ground anchors.

Fig. 11 zeigt eine den Figuren 9 und 10 ähnliche Darstellung, wobei keine Befestigungsvorrichtung vorhanden ist. Es sind die U-Profile 22 dargestellt, welche der Befestigung des Netzes 5 an den Netzstreben 4 dienen. Das Netz 5 umfasst einen den Rand umlaufenden - in den meisten Fällen etwas dickeren - Draht, welcher um die erwähnten U-Profile 22 geführt ist und mittels Schrauben befestigt wird. Fig. 11 shows a the Figures 9 and 10 similar representation, with no fastening device is present. There are the U-profiles 22 are shown, which serve the attachment of the network 5 to the net struts 4. The net 5 comprises a peripheral edge-in most cases somewhat thicker-wire, which is guided around the mentioned U-profiles 22 and is fastened by means of screws.

Die Erfindung ist nicht auf die hier dargestellten Ausführungsbeispiele beschränkt. Beispielsweise müssen die Verbindungen der verschiedenen Elemente nicht durch Bolzenverbindungen gelöst werden. Jegliche andere, unter Fachleuten bekannte Verbindungsmöglichkeit, wie beispielweise Gelenke und Verschraubungen, sind ebenso denkbar. Es müssen ebenfalls nicht genau zwei Gerüstelemente vorgesehen sein, was insbesondere in dem Fall gilt, wenn nicht genau vier Netzstreben 4 pro Verbauungsschild 1, 10, 100 verwendet werden.The invention is not limited to the exemplary embodiments illustrated here. For example, the connections of the various elements need not be solved by bolted connections. Any other, known among professionals connectivity, such as joints and fittings, are also conceivable. It also does not have to be exact two scaffolding elements may be provided, which is especially true in the case when not exactly four net struts 4 per shield 1, 10, 100 are used.

Claims (11)

Klappbares Verbauungsschild mit einem ersten Paar (2) Netzstreben (4) und einem zweiten Paar (3) Netzstreben (4), wobei an den Netzstreben (4) ein Netz (5) befestigbar ist, dadurch gekennzeichnet, dass das erste Paar (2) Netzstreben (4) derart zu einem ersten Gerüstelement (6) verbunden ist, dass das erste Paar (2) Netzstreben (4) gemeinsam relativ zu einem zweiten Gerüstelement (7) verschwenkbar ist, wobei das zweite Paar (3) Netzstreben (4) Teil des zweiten Gerüstelements (7) sind.Folding shield with a first pair (2) net struts (4) and a second pair (3) net struts (4), wherein on the net struts (4) a net (5) can be fastened, characterized in that the first pair (2) Mesh struts (4) is connected to a first scaffold element (6) such that the first pair (2) mesh struts (4) is pivotable together relative to a second scaffold element (7), wherein the second pair (3) mesh struts (4) part of the second framework element (7). Verbauungsschild nach Anspruch 1, dadurch gekennzeichnet, dass das zweite Paar (3) Netzstreben (4) derart zu einem zweiten Gerüstelement (7) verbunden ist, dass das zweite Paar (3) Netzstreben (4) gemeinsam relativ zum ersten Paar (2) Netzstreben (4) verschwenkbar ist.Covering shield according to claim 1, characterized in that the second pair (3) net struts (4) is connected to a second frame element (7), that the second pair (3) net struts (4) together relative to the first pair (2) net struts (4) is pivotable. Verbauungsschild nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass das erste Gerüstelement (6) mit dem zweiten Gerüstelement (7) mittels einer ersten Bolzenverbindung (8) lösbar verbunden ist und einer zweiten Bolzenverbindung (9) verbunden ist.Covering shield according to claim 1 or 2, characterized in that the first structural element (6) with the second structural element (7) by means of a first bolt connection (8) is detachably connected and a second bolt connection (9) is connected. Verbauungsschild nach Anspruch 3, dadurch gekennzeichnet, dass das erste Gerüstelement (6) durch Lösen der ersten Bolzenverbindungen (8) relativ zum zweiten Gerüstelement (7) mit einem Bolzen (15) der zweiten Bolzenverbindung (9) als Drehachse (X) verschwenkbar ist.Covering shield according to claim 3, characterized in that the first framework element (6) by releasing the first bolt connections (8) relative to the second structural element (7) with a bolt (15) of the second bolt connection (9) as a rotation axis (X) is pivotable. Verbauungsschild nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass das erste Paar (2) Netzstreben (4) und/oder das zweite Paar (3) Netzstreben (4) jeweils im Wesentlichen V-förmig angeordnet sind.Shutter according to one of claims 1 to 4, characterized in that the first pair (2) net struts (4) and / or the second pair (3) net struts (4) are each arranged substantially V-shaped. Verbauungsschild nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, dass die Netzstreben (4) sternförmig angeordnet sind.Covering shield according to one of claims 1 to 5, characterized in that the net struts (4) are arranged in a star shape. Verbauungsschild nach einem der Ansprüche 1 bis 6, dadurch gekennzeichnet, dass eine Zugstange (11) vorgesehen ist, welche mit dem ersten Gerüstelement (6) und/oder mit dem zweiten Gerüstelement (7) lösbar verbindbar ist und an deren freien Ende (12) ein Bodenanker befestigbar ist.Covering shield according to one of claims 1 to 6, characterized in that a pull rod (11) is provided, which is releasably connectable to the first frame element (6) and / or with the second frame element (7) and at the free end (12) a ground anchor is fastened. Verbauungsschild nach Anspruch 7, dadurch gekennzeichnet, dass die Zugstange (11) mittels einer dritten Bolzenverbindung (13) am ersten Gerüstelement (6) und mittels einer vierten Bolzenverbindung (14) am zweiten Gerüstelement (7) lösbar verbindbar ist.Covering shield according to claim 7, characterized in that the drawbar (11) by means of a third bolt connection (13) on the first frame element (6) and by means of a fourth bolt connection (14) on the second frame element (7) is detachably connectable. Anordnung aus einem ersten Verbauungsschild (1) nach einem der Ansprüche 1 bis 8 und einem zweiten Verbauungsschild (10), dadurch gekennzeichnet, dass das erste Verbauungsschild (1) mit dem zweiten Verbauungsschild (10) durch wenigstens eine Befestigungsvorrichtung (18) miteinander verbunden ist.Arrangement of a first shield (1) according to one of claims 1 to 8 and a second shield (10), characterized in that the first shield (1) with the second shield (10) by at least one fastening device (18) is interconnected , Anordnung nach Anspruch 9, dadurch gekennzeichnet, dass die wenigstens eine Befestigungsvorrichtung (18) ein Verbindungselement (19) umfasst, welches jeweils an einem Ende (17) einer Netzstrebe (4) des ersten Verbauungsschildes (1) und des zweiten Verbauungsschildes (10) befestigt ist.Arrangement according to claim 9, characterized in that the at least one fastening device (18) comprises a connecting element (19), which in each case at one end (17) of a net strut (4) of the first Verbauungsschildes (1) and the second Verbauungsschildes (10) attached is. Anordnung nach Anspruch 9 oder 10, dadurch gekennzeichnet, dass die wenigstens eine Befestigungsvorrichtung (18) ein Verankerungselement (20) zur Verankerung im Untergrund umfasst.Arrangement according to claim 9 or 10, characterized in that the at least one fastening device (18) comprises an anchoring element (20) for anchoring in the ground.
EP13004473.8A 2013-09-13 2013-09-13 protection shield Active EP2848737B1 (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017103385A1 (en) 2015-12-16 2017-06-22 Technologie Alpine De Securite -Tas Device for holding materials
EP3361005A1 (en) 2017-02-14 2018-08-15 Mair Wilfried GmbH / Srl Ditch installation
JP2018131806A (en) * 2017-02-15 2018-08-23 吉佳エンジニアリング株式会社 Slope protection system
FR3117005A1 (en) 2020-12-03 2022-06-10 Philippe Biesse Personal protective screen for table.
DE102021102985A1 (en) 2021-02-09 2022-08-11 Betonform GmbH Slope protection element
CN115627783A (en) * 2022-11-07 2023-01-20 中冶武勘工程技术有限公司 A consolidate construction equipment for geotechnical engineering bank protection net
IT202100021512A1 (en) * 2021-08-06 2023-02-06 Ar Co S R L Structure for the stabilization and/or consolidation of slopes

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EP1728924A1 (en) * 2005-05-31 2006-12-06 Artigiana Costruzioni S.r.L. Device for holding sliding masses or bodies
WO2011117790A1 (en) * 2010-03-26 2011-09-29 Lasar S.R.L. Structure for the protection and/or consolidation of slopes
WO2012107896A1 (en) * 2011-02-10 2012-08-16 Betonform S.R.L. Retaining device

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1728924A1 (en) * 2005-05-31 2006-12-06 Artigiana Costruzioni S.r.L. Device for holding sliding masses or bodies
WO2011117790A1 (en) * 2010-03-26 2011-09-29 Lasar S.R.L. Structure for the protection and/or consolidation of slopes
WO2012107896A1 (en) * 2011-02-10 2012-08-16 Betonform S.R.L. Retaining device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017103385A1 (en) 2015-12-16 2017-06-22 Technologie Alpine De Securite -Tas Device for holding materials
EP3361005A1 (en) 2017-02-14 2018-08-15 Mair Wilfried GmbH / Srl Ditch installation
JP2018131806A (en) * 2017-02-15 2018-08-23 吉佳エンジニアリング株式会社 Slope protection system
FR3117005A1 (en) 2020-12-03 2022-06-10 Philippe Biesse Personal protective screen for table.
DE102021102985A1 (en) 2021-02-09 2022-08-11 Betonform GmbH Slope protection element
WO2022171434A1 (en) * 2021-02-09 2022-08-18 Betonform GmbH Element for slope securement
IT202100021512A1 (en) * 2021-08-06 2023-02-06 Ar Co S R L Structure for the stabilization and/or consolidation of slopes
WO2023012638A1 (en) * 2021-08-06 2023-02-09 Ar.Co. S.R.L. Structure for the stabilization and/or consolidation of slopes
CN115627783A (en) * 2022-11-07 2023-01-20 中冶武勘工程技术有限公司 A consolidate construction equipment for geotechnical engineering bank protection net
CN115627783B (en) * 2022-11-07 2023-11-21 中冶武勘工程技术有限公司 Reinforcing construction device for geotechnical engineering slope protection net

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