EP1795279B1 - Protective net, in particular for protection against rock falls or for securing a top layer of soil - Google Patents
Protective net, in particular for protection against rock falls or for securing a top layer of soil Download PDFInfo
- Publication number
- EP1795279B1 EP1795279B1 EP06024562A EP06024562A EP1795279B1 EP 1795279 B1 EP1795279 B1 EP 1795279B1 EP 06024562 A EP06024562 A EP 06024562A EP 06024562 A EP06024562 A EP 06024562A EP 1795279 B1 EP1795279 B1 EP 1795279B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wire
- elements
- wires
- protective mesh
- mesh according
- 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.)
- Not-in-force
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F27/00—Making wire network, i.e. wire nets
- B21F27/02—Making wire network, i.e. wire nets without additional connecting elements or material at crossings, e.g. connected by knitting
-
- 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
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
Definitions
- the invention relates to a protective braid, in particular for a rockfall protection or for securing an earth surface layer, according to the preamble of claim 1.
- a protective braid of this kind which can either be laid out on the surface of the earth or fastened in an approximately upright position on a slope or the like, is disclosed in US Pat EP-B-0 979 329 disclosed.
- the protective braid is braided from helically bent wires, such that diamond-shaped mesh formed and each two adjacent helical wires are held articulated to each other, so that the protective mesh can be collapsed and takes up less space for storage and transport than conventional wire nets ,
- the protective braid is three-dimensional and has a thickness that is several times the wire thickness, thanks to the high tensile strength of the wires even in the stretched state, which when used as an embankment protection improved conditions for the consolidation of vegetation layers or for holding humus or sprayed layers created the covered ground.
- helically bent wires can also helically bent wire strands, wire ropes or wire bundles to a protective braid, as shown in EP-B-0 979 329 known, braided (cf. EP Patent Application No. 05 740 963.3 ), whereby a protective braid with a particularly high strength is created.
- the lattice construction according to the document WO-2004/088059 is due to its three-dimensional design suitable only for reinforcing mesh or floor mounting grid, but not for the application of the present application, namely as a rockfall protection or as a backup of the earth's surface layer.
- This known grid construction forms a zig-zag shape seen in cross-section, that is transversely to the bars, so that the desired three-dimensionality is given.
- this grid construction is not suitable; for example, to serve as a slope protection, as this would only line contact the ground.
- the helically bent wires are frictionally and / or positively bent around the rods.
- the present invention has for its object to further improve a protective braid of the type mentioned and to further increase its power capacity.
- a substantially straight elongated reinforcing element is guided, through which the diamond-shaped or quadrangular meshes in triangular Maschen are divided and with which the two wires or wire elements are in articulated connection.
- the reinforcing elements largely reduce deformations and deformations in the Anlenkungs Schemee A of the adjacent wire or wire element pairs (up to 60% compared to those from EP-B-0 979 329 known protective braids) and ensure that the Umbiegeradius the helical wires or wire elements in the contact area is largely largely observed.
- the inventive protective braid also has an increased lateral stiffness, which can be influenced by the choice of reinforcing elements.
- the diamond-shaped mesh compared to the braid after the EP-B-0 979 329 be increased because the reinforcing elements ensure that the mesh size is not too large. As a result, the production cost can be significantly reduced (by about 50%).
- Fig.1 shows a protective braid 10 (or a part of such a protective braid) in particular for a rockfall protection or for securing an earth surface layer, which is braided from helically bent wires 11, 12, 13, 14, 15, 16.
- the helically bent wires have a pitch angle ⁇ (preferably 25 ° to 35 °) and a length L between two bends.
- the articulation area ie the area where the bends of two adjacent wires 11, 12; 12, 13; 13, 14, etc., is in Fig. 1 denoted by A.
- a diagonal mesh with diamond-shaped mesh 17 is formed.
- the wires 11 to 16 are bent at their ends or provided with loops 11 a, 12 a, 13 a, 14 a, 15 a, 16 a and connected in pairs by these with each other. It could also be a node, i. E. around the loops could be wound several loops.
- the protective braid 10 is biased by cables 21 in its longitudinal extent and set at regular intervals soil and rock nails with attached, prestressed fasteners 20 to train, as well as in Fig. 2 is shown.
- helically bent edge wire 11 per a wire or a rope 21 running in, which in turn is stretched by the fasteners 20 on the ground or the like.
- the fastening elements 20 could also directly hold the edge wire loops 11 '.
- fasteners 20 are known per se soil or rock nails needed, which are preferably distributed at regular intervals.
- the protective braid 10 is biased by the ropes 21 in its longitudinal extension to train.
- all wire pairs with the reinforcing elements 31 to 35 which are at regular intervals from each other.
- the reinforcing elements 31 to 35 which are formed by a wire in the illustrated embodiment, extend transversely to the direction of elongation and are at least at one end arcuate or provided with a loop 31a, 32a, 33a, 34a, 35a or a node, said lateral end elements either with the corresponding end elements 11a, 12a; 13a, 14a; 15a, 16a of the wire pairs or are hinged to corresponding edge stitches.
- the end connection on both sides prevents the protective braid can be pushed together.
- the wire mesh 10 has a thickness 10 ', which is a multiple, preferably between 3 and 10 times the wire thickness. Even under tensile load, the thickness and consequently this mattress-like structure of the wire mesh is approximately maintained thanks to this design, which makes a great difference to other braids, which lose their original thickness majority under train. But this is also a simple insertion of the reinforcing elements allows 31 to 35 in this formed by two wires intersecting bends.
- the protective braid 10 according to the invention can in turn be collapsed or rolled up without difficulty for storage and transport, suitable loops or knot formations at wire ends snagging while rolling can be largely prevented.
- the inventive protective braid 10 could instead of individual, helically bent wires and wire elements comprising several wires such as wire strands, wire cables, wire bundles o.ä. be braided.
- the reinforcing elements 31 to 35 could consist of several wires and the like as wire strands, wire cables, wire bundles or similar. be educated.
- rod-shaped reinforcing elements of preferably round cross-section, or tubular (or tube-like, closed and / or partially closed) reinforcing elements which allow passage of cables or other elements.
- rod-shaped reinforcing elements of a semicircular, triangular or similar cross-section come with a recess for the cable in question.
- the reinforcing elements largely reduce deformations and deformations in the Anlenkungs Symposiume A of the adjacent wire or wire element pairs (up to 60% compared to those from EP-B-0 979 329 known protective braids) and ensure that the Umbiegeradius the helical wires or wire elements in the contact area is maintained even under heavy load.
- these crucial power transmission areas of the protective braid instead of two now meet three wires or wire elements on each other, whereby the power capacity of the protective braid is significantly increased.
- the breaking load in the main direction (longitudinal stretching direction) can be increased by up to 30%.
- the protective braid according to the invention also has an increased lateral (transversely acting) stiffness, which can be influenced by the choice of reinforcing elements.
- the diamond-shaped mesh compared to the braid after the EP-B-0 979 329 be increased because the reinforcing elements ensure that the mesh size is not too large. As a result, the production cost can be significantly reduced (by about 50%).
- Both the protective braid forming, helically bent wires or wire elements and the straight reinforcing elements are made of steel and are usually various types of corrosion protection (Zn, Zn-Al coated, stainless steels, plasticized, etc.).
- the helically bent wires or wire elements (wire strands, wire cables or wire bundles) and / or the straight reinforcing elements consist at least partially of a high-strength steel having a nominal strength of between 1,000 and 3,000 N / mm 2 (DIN standard 2078), which may also be spring steel wires according to DIN standard 17223.
- the protective braid can also consist at least partially of a steel with a lower strength. It is particularly advantageous to combine helically bent wires or wire elements of a high-strength steel with reinforcing elements made of a steel with a lower strength, wherein the incorporation of the latter by their permanent deformation a terrain adaptation or "Anschmiegung" can be made to the terrain surface and thus to the terrain bumps. It is also possible, by targeted local pre-deformation of these wire elements to further enhance the deformation reduction.
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- Engineering & Computer Science (AREA)
- Textile Engineering (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
Die Erfindung betrifft ein Schutzgeflecht, insbesondere für einen Steinschlagschutz oder für die Sicherung einer Erdoberflächenschicht, gemäss dem Oberbegriff des Anspruches 1.The invention relates to a protective braid, in particular for a rockfall protection or for securing an earth surface layer, according to the preamble of claim 1.
Ein Schutzgeflecht dieser Art, welches entweder auf der Erdoberfläche ausgelegt oder in annähernd aufrechter Stellung an einem Hang oder ähnlichern befestigt werden kann., ist in der
Anstelle von einzelnen wendelförmig gebogenen Drähten können auch wendelförmig gebogene Drahtlitzen, Drahtseile oder Drahtbündel zu einem Schutzgeflecht, wie aus der
Die Gitterkonstruktion nach der Druckschrift
Bei der Druckschrift
Der vorliegenden Erfindung liegt die Aufgabe zugrunde, ein Schutzgeflecht der eingangs genannten Art noch weiter zu verbessern und sein Kraftaufnahmevermögen weiter zu erhöhen.The present invention has for its object to further improve a protective braid of the type mentioned and to further increase its power capacity.
Diese Aufgabe wird erfindungsgemäss durch ein Schutzgeflecht mit den Merkmalen des Anspruches 1 gelöst.This object is achieved by a protective braid having the features of claim 1.
Weitere bevorzugte Ausgestaltungen der erfindungsgemässen Schutzgeflechtes bilden den Gegenstand der abhängigen Ansprüche.Further preferred embodiments of the protective mesh according to the invention form the subject of the dependent claims.
Erfindungsgemäss wird bei mindestens einigen der miteinander verflochtenen Draht- bzw. Drahtelementpaare durch den Anlenkungsbereich der beiden wendelförmigen Drähte bzw. Drahtelemente hindurch, d.h. durch die sich kreuzenden Biegungen derselben, ein im wesentlichen gerades längliches Verstärkungselement geführt, durch welches die rautenförmigen oder viereckigen Maschen in dreieckigen Maschen aufgeteilt sind und mit welchem die beiden Drähte bzw. Drahtelemente in gelenkiger Verbindung stehen. Die Verstärkungselemente vermindern weitgehend Deformationen und Verformungen in den Anlenkungsbereichen A der benachbarten Draht- bzw. Drahtelementpaare (um bis zu 60% im Vergleich zu den aus der
Das erfindungsgemässe Schutzgeflecht weist auch eine erhöhte seitliche Steifigkeit auf, die durch die Wahl der Verstärkungselemente beeinflusst werden kann.The inventive protective braid also has an increased lateral stiffness, which can be influenced by the choice of reinforcing elements.
Zudem können die rautenförmigen Maschen im Vergleich zum Geflecht nach der
Erfindungsgemäss können nicht nur neue, verbesserte Schutzgeflechte mit weniger Aufwand hergestellt, sondern auch bestehende Geflechtkonstruktionen mit den Verstärkungselementen nachgerüstet werden. Dieses Nachrüsten kann drei Zwecke erfüllen: Verkleinerung der Deformationen, Erhöhung der Bruchlast und/oder Verkleinerung der Maschengrösse.According to the invention not only new, improved protective braids can be produced with less effort, but also existing braid structures can be retrofitted with the reinforcing elements. This retrofitting can fulfill three purposes: reduction of the deformations, increase of the breaking load and / or reduction of the mesh size.
Die Erfindung wird nachfolgend anhand der Zeichnung näher erläutert. Es zeigen:
- Fig. 1
- ein Ausführungsbeispiel eines erfindungsgemässen Drahtgeflechtes in Draufsicht;
- Fig. 2
- in perspektivischer Darstellung schematisch ein erfindungsgemässes Drahtgeflecht als Böschungssicherung an einem Abhang; und
- Fig.3
- einen Querschnitt durch einen Teil des Drahtgeflechtes nach
Fig.1 .
- Fig. 1
- an embodiment of an inventive wire mesh in plan view;
- Fig. 2
- in perspective view schematically a wire mesh according to the invention as slope protection on a slope; and
- Figure 3
- a cross section through a portion of the wire mesh after
Fig.1 ,
Die Drähte 11 bis 16 sind an ihren Enden umbogen bzw. mit Schlaufen 11a, 12a, 13a, 14a, 15a, 16a versehen und durch diese paarweise miteinander gelenkig verbunden. Es könnte sich auch um Knoten handeln, d.h. um die Schlaufen könnten noch mehrere Schlingen gewunden werden.The
Das Schutzgeflecht 10 wird von Seilen 21 in seiner Längserstreckung sowie von in regelmässigen Abständen gesetzten Boden- und Felsnägeln mit aufgesetzten, vorgespannten Befestigungselementen 20 auf Zug vorgespannt, wie auch in
Erfindungsgemäss werden bei mindestens einigen der miteinander verflochtenen Drahtpaare 11, 12; 12, 13; 13, 14 etc. durch den Anlenkungsbereich A der beiden wendelförmigen Drähte, d.h. durch die sich kreuzenden Biegungen derselben, längliche, im wesentlichen geradlinige Verstärkungselemente 31, 32, 33, 34, 35 geführt, derart, dass die beiden wendelförmigen Drähte auch mit dem entsprechenden Verstärkungselement in gelenkiger Verbindung stehen und ihre rautenförmigen Maschen 17 in dreieckige Maschen 17a, 17b aufgeteilt sind (die Maschenform kann z.B. gleichschenklige oder gleichseitige Dreiecksform aufweisen). Beim dargestellten Ausführungsbeispiel sind sämtliche Drahtpaare mit den Verstärkungselementen 31 bis 35 versehen, die in gleichmässigen Abständen voneinander entfernt sind. Es könnten aber auch Verstärkungselemente nur jedem zweiten oder jedem dritten (usw.) Drahtpaar zugeordnet und ungleichmässig voneinander beabstandet sein. Dies hat den Vorteil, dass die Bruchlast und vor allem das Deformationsvermögen wunschgemäss gesteuert werden können. Ebenfalls ist es so möglich, unter Zug verschiedene Geflechtsdicken zu erhalten, womit beispielsweise für Architekturanwendungen eine bestimmte optische Ausprägung erzielt werden kann.According to the invention, at least some of the intertwined
Die Verstärkungselemente 31 bis 35, die beim dargestellten Ausführungsbeispiel durch einen Draht gebildet sind, verlaufen quer zur Längsstreckungsrichtung und sind zumindest an einem Ende umbogen bzw. mit einer Schlaufe 31a, 32a, 33a, 34a, 35a oder einem Knoten versehen, wobei diese seitlichen Endelemente entweder mit den entsprechenden Endelementen 11a, 12a; 13a, 14a; 15a, 16a der Drahtpaare oder mit entsprechenden Randmaschen gelenkig verbunden sind. Durch die Endverbindung beidseitig wird jedoch verhindert, dass das Schutzgeflecht zusammengeschoben werden kann.The reinforcing
Wie aus der
Durch die gelenkige Verbindung der benachbarten Drahtpaare miteinander und mit dem jeweiligen Verstärkungselement sowohl in den Anlenkungsbereichen A als auch in den Endbereichen kann das erfindungsgemässe Schutzgeflecht 10 wiederum problemlos für die Lagerung und den Transport zusammengelegt bzw. zusammengerollt werden, wobei durch geeignete Schlaufen- bzw. Knotenbildungen an Drahtenden ein Verhaken beim Rollen weitgehend verhindert werden kann.By virtue of the articulated connection of the adjacent wire pairs with one another and with the respective reinforcing element both in the articulation areas A and in the end areas, the
Das erfindungsgemässe Schutzgeflecht 10 könnte anstelle aus einzelnen, wendelförmig gebogenen Drähten auch aus mehrere Drähte umfassenden Drahtelementen wie Drahtlitzen, Drahtseilen, Drahtbündeln o.ä. geflochten sein. Auch die Verstärkungselemente 31 bis 35 könnten aus mehreren Drähten bestehen und als Drahtlitzen, Drahtseile, Drahtbündel o.ä. ausgebildet sein. Ebenfalls möglich sind stabförmige Verstärkungselemente von vorzugsweise rundem Querschnitt, oder rohrförmige (oder rohrähnliche, geschlossene und/oder teilweise geschlossene) Verstärkungselemente, die eine Durchführung von Kabeln oder anderen Elementen ermöglichen. Zum letztgenannten Zweck kommen auch stabförmige Verstärkungselemente von einem halbrunden, dreieckigen oder ähnlichen Querschnitt, mit einer Vertiefung für die Kabel, in Frage.The inventive
Beim erfindungsgemässen Geflecht vermindern die Verstärkungselemente weitgehend Deformationen und Verformungen in den Anlenkungsbereichen A der benachbarten Draht- bzw. Drahtelementpaare (um bis zu 60% im Vergleich zu den aus der
Das erfindungsgemässe Schutzgeflecht weist auch eine erhöhte seitliche (in Querrichtung wirkende) Steifigkeit, die durch die Wahl der Verstärkungselemente beeinflusst werden kann.The protective braid according to the invention also has an increased lateral (transversely acting) stiffness, which can be influenced by the choice of reinforcing elements.
Zudem können die rautenförmigen Maschen im Vergleich zum Geflecht nach der
Sowohl die das Schutzgeflecht bildenden, wendelförmig gebogenen Drähte bzw. Drahtelemente als auch die geraden Verstärkungselemente bestehen aus Stahl und werden in der Regel verschiedenartig korrosionsgeschützt (Zn, Zn-Al beschichtet, rostfreie Stähle, plastifiziert etc.). Vorzugsweise bestehen die wendelförmig gebogenen Drähte bzw. Drahtelemente (Drahtlitzen, Drahtseilen oder Drahtbündel) und/oder die geraden Verstärkungselemente zumindest teilweise aus einem hochfesten Stahl mit einer Nennfestigkeit zwischen 1'000 und 3'000 N/mm2 (DIN-Norm 2078), wobei es sich auch um Federstahldrähte nach der DIN-Norm 17223 handeln kann.Both the protective braid forming, helically bent wires or wire elements and the straight reinforcing elements are made of steel and are usually various types of corrosion protection (Zn, Zn-Al coated, stainless steels, plasticized, etc.). Preferably, the helically bent wires or wire elements (wire strands, wire cables or wire bundles) and / or the straight reinforcing elements consist at least partially of a high-strength steel having a nominal strength of between 1,000 and 3,000 N / mm 2 (DIN standard 2078), which may also be spring steel wires according to DIN standard 17223.
Dank dem wesentlich erhöhtem Kraftaufnahmevermögen kann das Schutzgeflecht allerdings auch zumindest teilweise aus einem Stahl mit einer niedrigeren Festigkeit bestehen. Besonders vorteilhaft ist es, wendelförmig gebogene Drähte bzw. Drahtelemente aus einem hochfesten Stahl mit Verstärkungselementen aus einem Stahl mit einer niedrigeren Festigkeit zu kombinieren, wobei beim Einbau von letzteren durch ihre bleibende Verformung eine Geländeanpassung bzw. "Anschmiegung" an die Geländeoberfläche und somit an die Geländeunebenheiten vorgenommen werden kann. Ebenfalls ist es möglich, durch gezielte lokale Vorverformungen dieser Drahtelemente die Deformationsverringerung noch zusätzlich zu verstärken.However, thanks to the substantially increased power capacity, the protective braid can also consist at least partially of a steel with a lower strength. It is particularly advantageous to combine helically bent wires or wire elements of a high-strength steel with reinforcing elements made of a steel with a lower strength, wherein the incorporation of the latter by their permanent deformation a terrain adaptation or "Anschmiegung" can be made to the terrain surface and thus to the terrain bumps. It is also possible, by targeted local pre-deformation of these wire elements to further enhance the deformation reduction.
Erfindungsgemäss können nicht nur neue, verbesserte Schutzgeflechte mit weniger Aufwand hergestellt, sondern auch bestehende Geflechtkonstruktionen mit den Verstärkungselementen nachgerüstet werden. Dieses Nachrüsten kann drei Zwecke erfüllen: Verkleinerung der Deformationen, Erhöhung der Bruchlast und/oder Verkleinerung der Maschengrösse.According to the invention not only new, improved protective braids can be produced with less effort, but also existing braid structures can be retrofitted with the reinforcing elements. This retrofitting can fulfill three purposes: reduction of the deformations, increase of the breaking load and / or reduction of the mesh size.
Claims (11)
- Protective mesh, in particular for rockfall protection structures or to stabilise a layer of earth, which is woven from helically curved wires (11, 12, 13, 14, 15, 16) or helically-curved wire elements, like wire strands, wire cables or wire bundles, consisting of several wires, such that rhomboidal meshes (17) are formed and in each case two adjacent helical wires (11, 12, 13, 14, 15, 16) or wire elements are flexibly held together, and the protective mesh has a thickness which amounts to a multiple of the thickness of the wire or wire element, characterised in that
in at least some of the pairs of wires or wire elements (11, 12, 13, 14, 15, 16) an essentially straight longitudinal reinforcement element (31, 32, 33, 34, 35) is guided through the coupling area (A) of the two helical wires or wire elements, that means through the intersecting curves thereof, causing the rhomboidal meshes (17) to be divided into triangular meshes (17a, 17b) and with which the two wires or wire elements are in flexible connection, that the wires (11, 12, 13, 14, 15, 16) or wire elements at their ends and the reinforcement elements (31, 32, 33, 34, 35) at least at one end are curved over or fitted with loops (11a, 12a, 13a, 14a, 15a, 16a) or knots, whereby the helical wires or wire elements which are woven together in pairs are flexibly connected to each other via these end elements, whereby the protective mesh is foldable and rollable up for the storage or the transport due to the jointed connection of the adjacent wire pairs with each other and with the respective reinforcement element both in the connection areas (A) as well as in the end areas. - Protective mesh according to claim 1, characterised in that the reinforcement element (31, 32, 33, 34, 35) is designed as a single wire, as two or more wires, a wire strand, a wire cable or a wire bundle.
- Protective mesh according to claim 1, characterised in that the reinforcement element (31, 32, 33, 34, 35) is designed as a rod or a tube with a round cross-section.
- Protective mesh according to claim 1, characterised in that the reinforcement element (31, 32, 33, 34, 35) is designed as a rod with a semi-circular cross-section and with a recess to hold cables or other elements.
- Protective mesh according to one of the claims 1 to 4, characterised in that both the wires (11, 12, 13, 14, 15, 16) or wire elements as well as the reinforcement elements (31, 32, 33, 34, 35) are made from steel and are corrosion-protected.
- Protective mesh according to claim 5, characterised in that the wires (11, 12, 13, 14, 15, 16) or wire elements and/or the reinforcement elements (31, 32, 33, 34, 35) consists at least in part of heavy duty steel.
- Protective mesh according to one of claims 1 to 5, characterised in that the wires (11, 12, 13, 14, 15, 16) or wire elements consist at least in part of a heavy duty steel and the reinforcement elements (31, 32, 33, 34, 35) consist of a steel with a lower tensile strength.
- Protective mesh according to one of the claims 1 to 7, characterised in that the reinforcement elements (31, 32, 33, 34, 35) are disposed at regular or irregular distances from each other and are assigned to each of the wire or wire element pairs held flexibly together or to every second or every third wire or wire element pair.
- Protective mesh according to one of the claims 1 to 8, characterised in that the wires (11, 12, 13, 14, 15, 16) or wire elements are curved over or fitted with loops (11a, 12a, 13a, 14a, 15a, 16a) or knots at their ends.
- Protective mesh according to claim 9, characterised in that these end elements are provided with corresponding selvedge loops.
- Slope stabiliser (40) with a protective mesh according to one of the claims 1 to 10, characterised in that the slope stabiliser (40) has the protective mesh (10), fixing elements (20) which can be sunk into the ground, with claw plates or similar pressing the protective mesh onto the soil surface and, at least on the upper side, has a cable (21) holding and stretching the protective mesh.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CH01951/05A CH698850B1 (en) | 2005-12-09 | 2005-12-09 | Braid, especially for rockfall protection or for securing a Erdoberflächenschicht. |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1795279A1 EP1795279A1 (en) | 2007-06-13 |
EP1795279B1 true EP1795279B1 (en) | 2009-04-29 |
Family
ID=37839484
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP06024562A Not-in-force EP1795279B1 (en) | 2005-12-09 | 2006-11-28 | Protective net, in particular for protection against rock falls or for securing a top layer of soil |
Country Status (7)
Country | Link |
---|---|
US (1) | US20070131917A1 (en) |
EP (1) | EP1795279B1 (en) |
JP (1) | JP2007162456A (en) |
CN (1) | CN1978790B (en) |
AT (1) | ATE429988T1 (en) |
CH (1) | CH698850B1 (en) |
DE (1) | DE502006003595D1 (en) |
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EP1944565B1 (en) * | 2007-01-10 | 2012-06-13 | Fatzer AG Drahtseilfabrik | Device for deflecting hollow charge projectiles |
CA2692950C (en) * | 2007-07-09 | 2016-06-21 | Yves Potvin | A mesh system |
CN101910534B (en) * | 2008-01-04 | 2014-06-25 | 贝卡尔特股份有限公司 | Chain link woven mesh with double knot |
CH699799B1 (en) * | 2008-10-28 | 2018-06-29 | Geobrugg Ag | Net, in particular for a basket for fish farming, for deceleration processes in the natural hazard area, as a cover in safety technology and / or for splinter protection and a method for its production. |
CH703929B1 (en) * | 2010-10-12 | 2014-11-14 | Geobrugg Ag | Safety net preferably for slope stabilization. |
CH706178B1 (en) * | 2012-02-24 | 2016-02-15 | Geobrugg Ag | Network, in particular for the protection, safety, Gewässerzucht- or architectural field, as well as an apparatus for manufacturing of the network. |
CN103272971A (en) * | 2013-04-26 | 2013-09-04 | 浙江海洋学院 | Overlock process of flood-prevention metal string bag |
PE20170396A1 (en) * | 2014-02-25 | 2017-04-08 | Nv Bekaert S A | WIRE ROPE NET AND METHOD FOR PRODUCING A WIRE ROPE NET |
JP2016037773A (en) * | 2014-08-08 | 2016-03-22 | 東亜グラウト工業株式会社 | Wire net |
DE202014007521U1 (en) | 2014-09-10 | 2014-11-28 | Internationale Geotextil GmbH | Protection net for rockfall protection and erosion protection from basalt fibers |
CH710263A2 (en) * | 2014-10-16 | 2016-04-29 | Geobrugg Ag | Safety net especially for rockfall or avalanche barriers. |
CN104294833A (en) * | 2014-10-22 | 2015-01-21 | 贵州正业工程技术投资有限公司 | Integral reinforcement structure for talus |
JP2016121432A (en) * | 2014-12-24 | 2016-07-07 | 東京製綱株式会社 | Thick wire net and net weaving method for the same |
CH711251B1 (en) * | 2015-06-19 | 2019-02-15 | Geobrugg Ag | Lattice structure. |
EP3202924A1 (en) * | 2016-02-04 | 2017-08-09 | NV Bekaert SA | Protective fences |
IL249244B (en) * | 2016-11-27 | 2022-08-01 | Klein Amos | Protective structure |
DE102017101756B3 (en) | 2017-01-30 | 2018-05-17 | Geobrugg Ag | Wire mesh and method of making a coil for a wire mesh |
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CN110593912B (en) * | 2019-07-29 | 2021-05-14 | 天地科技股份有限公司 | Silk screen constraint node, silk screen and preparation method thereof |
CN114215011B (en) * | 2022-01-28 | 2023-10-03 | 曹永帅 | Slope protection net for hydraulic engineering design |
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DE39174C (en) * | KISSING & MÖLLMANN in Iserlohn | Machine for the production of wire mesh | ||
DE254852C (en) * | ||||
US868244A (en) * | 1906-10-11 | 1907-10-15 | American Steel Wire Company | Wire fabric. |
GB410748A (en) * | 1932-11-18 | 1934-05-18 | William Barr Russell | Improvements in and relating to wire trellis for training peas and other plants |
US2172112A (en) * | 1938-07-29 | 1939-09-05 | Keystone Steel & Wire Co | Wire fence |
JPS5961344U (en) * | 1982-10-14 | 1984-04-21 | ライト工業株式会社 | Reinforcement material for slope protection work |
JPH073797A (en) * | 1991-09-30 | 1995-01-06 | Takiron Co Ltd | Method for constructing banking frame body and banking |
CH692921A5 (en) * | 1998-02-25 | 2002-12-13 | Fatzer Ag | Wire mesh preferably as rockfall protection or for securing a Erdoberflächenschicht. |
CN2499682Y (en) * | 2001-08-24 | 2002-07-10 | 张龙萌 | Multifunction combined steel rail |
CN2561822Y (en) * | 2002-05-24 | 2003-07-23 | 欧明六 | Assembled grate |
JP2004025459A (en) * | 2002-06-21 | 2004-01-29 | Takiron Co Ltd | Resin coated iron wire |
JP3720332B2 (en) * | 2003-03-19 | 2005-11-24 | 太陽工業株式会社 | Slope forming mesh |
AT412356B (en) * | 2003-04-02 | 2005-01-25 | Krismer Josef | GRID CONSTRUCTION |
KR100439417B1 (en) * | 2003-06-17 | 2004-07-09 | 허수영 | Gabion Unit and Gabion Mesh Comprising it |
-
2005
- 2005-12-09 CH CH01951/05A patent/CH698850B1/en not_active IP Right Cessation
-
2006
- 2006-11-28 EP EP06024562A patent/EP1795279B1/en not_active Not-in-force
- 2006-11-28 AT AT06024562T patent/ATE429988T1/en active
- 2006-11-28 DE DE502006003595T patent/DE502006003595D1/en active Active
- 2006-12-07 US US11/636,089 patent/US20070131917A1/en not_active Abandoned
- 2006-12-08 CN CN2006101688739A patent/CN1978790B/en not_active Expired - Fee Related
- 2006-12-08 JP JP2006331614A patent/JP2007162456A/en active Pending
Also Published As
Publication number | Publication date |
---|---|
CN1978790A (en) | 2007-06-13 |
CN1978790B (en) | 2012-09-05 |
JP2007162456A (en) | 2007-06-28 |
US20070131917A1 (en) | 2007-06-14 |
ATE429988T1 (en) | 2009-05-15 |
EP1795279A1 (en) | 2007-06-13 |
CH698850B1 (en) | 2009-11-13 |
DE502006003595D1 (en) | 2009-06-10 |
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