EP1795279A1 - Treillis protective, en particulier pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle - Google Patents

Treillis protective, en particulier pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle Download PDF

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Publication number
EP1795279A1
EP1795279A1 EP06024562A EP06024562A EP1795279A1 EP 1795279 A1 EP1795279 A1 EP 1795279A1 EP 06024562 A EP06024562 A EP 06024562A EP 06024562 A EP06024562 A EP 06024562A EP 1795279 A1 EP1795279 A1 EP 1795279A1
Authority
EP
European Patent Office
Prior art keywords
wire
elements
wires
protective
protective braid
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.)
Granted
Application number
EP06024562A
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German (de)
English (en)
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EP1795279B1 (fr
Inventor
Stephan Wartmann
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fatzer AG Drahtseilfabrik
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Fatzer AG Drahtseilfabrik
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Publication of EP1795279A1 publication Critical patent/EP1795279A1/fr
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Publication of EP1795279B1 publication Critical patent/EP1795279B1/fr
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    • 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 folded or rolled 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 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 braiding), 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.
  • ⁇ preferably 25 ° to 35 °
  • the articulation area ie the area where the bends of two adjacent wires 11, 12; 12, 13; 13, 14, etc., is designated by A in FIG.
  • A Through the wires 11 to 16 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, biased fasteners 20 to train, as shown in Fig. 2.
  • helically bent edge wire 11 (Fig. 1) per a wire or a rope 21 is looped, 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 made 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)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Textile Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
EP06024562A 2005-12-09 2006-11-28 Treillis protectif, en particulier pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle Not-in-force EP1795279B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CH01951/05A CH698850B1 (de) 2005-12-09 2005-12-09 Schutzgeflecht, insbesondere für einen Steinschlagschutz oder für die Sicherung einer Erdoberflächenschicht.

Publications (2)

Publication Number Publication Date
EP1795279A1 true EP1795279A1 (fr) 2007-06-13
EP1795279B1 EP1795279B1 (fr) 2009-04-29

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP06024562A Not-in-force EP1795279B1 (fr) 2005-12-09 2006-11-28 Treillis protectif, en particulier pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle

Country Status (7)

Country Link
US (1) US20070131917A1 (fr)
EP (1) EP1795279B1 (fr)
JP (1) JP2007162456A (fr)
CN (1) CN1978790B (fr)
AT (1) ATE429988T1 (fr)
CH (1) CH698850B1 (fr)
DE (1) DE502006003595D1 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444113A (zh) * 2010-10-12 2012-05-09 乔布鲁格股份公司 优选用于加固堤防的安全网
DE202014007521U1 (de) 2014-09-10 2014-11-28 Internationale Geotextil GmbH Schutznetz für Steinschlagschutz und Erosionsschutz aus Basaltfasern
WO2015128177A1 (fr) * 2014-02-25 2015-09-03 Nv Bekaert Sa Filet en câble d'acier et procédé de fabrication d'un filet en câble d'acier
WO2016058821A1 (fr) * 2014-10-16 2016-04-21 Geobrugg Ag Barrière d'arrêt en particulier pour constructions de protection contre les chutes de pierres et les avalanches
US20180195284A1 (en) * 2015-06-19 2018-07-12 Geobrugg Ag Lattice structure and a device and method for producing same
CN114215011A (zh) * 2022-01-28 2022-03-22 曹永帅 一种水利工程设计用护坡网

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2000406C2 (nl) * 2006-12-22 2008-06-24 Tno Werkwijze en inrichting voor het beschermen van objecten tegen raket-aangedreven granaten (RPG's).
ES2388935T3 (es) * 2007-01-10 2012-10-19 Fatzer Ag Drahtseilfabrik Dispositivo para defenderse contra proyectiles de carga hueca
AU2008274899B2 (en) * 2007-07-09 2015-03-26 The University Of Western Australia A mesh system
ES2386397T3 (es) * 2008-01-04 2012-08-20 Nv Bekaert Sa Malla tejida de eslabones de cadena con doble nudo
CH699799B1 (de) * 2008-10-28 2018-06-29 Geobrugg Ag Netz, insbesondere für einen Korb für Fischzucht, für Abbremsvorgänge im Naturgefahrenbereich, als Abdeckung in der Sicherheitstechnik und/oder für Splitterschutz sowie ein Verfahren zu dessen Herstellung.
CH706178B1 (de) * 2012-02-24 2016-02-15 Geobrugg Ag Netz, insbesondere für den Schutz-, Sicherheits-, Gewässerzucht- oder Architekturbereich, sowie eine Vorrichtung zur Herstellung des Netzes.
CN103272971A (zh) * 2013-04-26 2013-09-04 浙江海洋学院 防汛金属网兜的锁边工艺
JP2016037773A (ja) * 2014-08-08 2016-03-22 東亜グラウト工業株式会社 金網
CN104294833A (zh) * 2014-10-22 2015-01-21 贵州正业工程技术投资有限公司 岩堆整体补强加固结构
JP2016121432A (ja) * 2014-12-24 2016-07-07 東京製綱株式会社 厚金網及びその編網方法
EP3202924A1 (fr) * 2016-02-04 2017-08-09 NV Bekaert SA Barrières de protection
IL249244B (en) * 2016-11-27 2022-08-01 Klein Amos protective structure
DE102017101756B3 (de) * 2017-01-30 2018-05-17 Geobrugg Ag Drahtgeflecht und Verfahren zur Herstellung einer Wendel für ein Drahtgeflecht
DE102017101754B3 (de) * 2017-01-30 2018-05-17 Geobrugg Ag Drahtgeflecht und Verfahren zur Herstellung einer Wendel für ein Drahtgeflecht
DE102017101761B9 (de) * 2017-01-30 2020-03-05 Geobrugg Ag Drahtgeflecht und Verfahren zur Identifikation eines geeigneten Drahts
DE102017123816A1 (de) * 2017-10-12 2019-04-18 Geobrugg Ag Sicherheitsnetz
DE102017123810A1 (de) * 2017-10-12 2019-04-18 Geobrugg Ag Überwachungsvorrichtung und Verfahren zur Überwachung einer Korrosion eines Drahtnetzes
PL235814B1 (pl) * 2018-06-15 2020-10-19 Ryszard Odziomek Druciana plecionka oraz sposób i urządzenie do wytwarzania drucianej plecionki
RU187052U1 (ru) * 2018-09-27 2019-02-15 Общество с ограниченной ответственностью "ТР Инжиниринг" (ООО "ТР Инжиниринг") Плетёная проволочная сетка для защитных систем, обладающая повышенной пластичностью
CN110593912B (zh) * 2019-07-29 2021-05-14 天地科技股份有限公司 一种丝网约束结点、丝网及其制备方法

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DE254852C (fr) *
DE39174C (de) * KISSING & MÖLLMANN in Iserlohn Maschine zuf Herstellung voii Drahtgeflechten
GB410748A (en) * 1932-11-18 1934-05-18 William Barr Russell Improvements in and relating to wire trellis for training peas and other plants
WO1999043894A1 (fr) * 1998-02-25 1999-09-02 Fatzer Ag Treillis en fils metalliques pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle, et procede et dispositif pour la fabrication d'un tel treillis
KR100439417B1 (ko) * 2003-06-17 2004-07-09 허수영 개비온 단위체와 이것을 포함한 개비온 철망
WO2004088059A1 (fr) * 2003-04-02 2004-10-14 Josef Krismer Structure a treillis

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US2172112A (en) * 1938-07-29 1939-09-05 Keystone Steel & Wire Co Wire fence
JPS5961344U (ja) * 1982-10-14 1984-04-21 ライト工業株式会社 法面保護工用補強材
JPH073797A (ja) * 1991-09-30 1995-01-06 Takiron Co Ltd 盛土用枠体と盛土の施工方法
CN2499682Y (zh) * 2001-08-24 2002-07-10 张龙萌 多功能组合式钢栅
CN2561822Y (zh) * 2002-05-24 2003-07-23 欧明六 精制组合型格栅
JP2004025459A (ja) * 2002-06-21 2004-01-29 Takiron Co Ltd 樹脂被覆鉄線
JP3720332B2 (ja) * 2003-03-19 2005-11-24 太陽工業株式会社 法面成形用網体

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE254852C (fr) *
DE39174C (de) * KISSING & MÖLLMANN in Iserlohn Maschine zuf Herstellung voii Drahtgeflechten
GB410748A (en) * 1932-11-18 1934-05-18 William Barr Russell Improvements in and relating to wire trellis for training peas and other plants
WO1999043894A1 (fr) * 1998-02-25 1999-09-02 Fatzer Ag Treillis en fils metalliques pour la protection contre les chutes de pierres ou pour la consolidation d'une couche terrestre superficielle, et procede et dispositif pour la fabrication d'un tel treillis
WO2004088059A1 (fr) * 2003-04-02 2004-10-14 Josef Krismer Structure a treillis
KR100439417B1 (ko) * 2003-06-17 2004-07-09 허수영 개비온 단위체와 이것을 포함한 개비온 철망

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102444113A (zh) * 2010-10-12 2012-05-09 乔布鲁格股份公司 优选用于加固堤防的安全网
CN102444113B (zh) * 2010-10-12 2016-03-16 乔布鲁格股份公司 用于生产安全网的弯曲设备
WO2015128177A1 (fr) * 2014-02-25 2015-09-03 Nv Bekaert Sa Filet en câble d'acier et procédé de fabrication d'un filet en câble d'acier
DE202014007521U1 (de) 2014-09-10 2014-11-28 Internationale Geotextil GmbH Schutznetz für Steinschlagschutz und Erosionsschutz aus Basaltfasern
WO2016058821A1 (fr) * 2014-10-16 2016-04-21 Geobrugg Ag Barrière d'arrêt en particulier pour constructions de protection contre les chutes de pierres et les avalanches
US20180195284A1 (en) * 2015-06-19 2018-07-12 Geobrugg Ag Lattice structure and a device and method for producing same
US10604932B2 (en) * 2015-06-19 2020-03-31 Geobrugg Ag Lattice structure and a device and method for producing same
CN114215011A (zh) * 2022-01-28 2022-03-22 曹永帅 一种水利工程设计用护坡网
CN114215011B (zh) * 2022-01-28 2023-10-03 曹永帅 一种水利工程设计用护坡网

Also Published As

Publication number Publication date
DE502006003595D1 (de) 2009-06-10
JP2007162456A (ja) 2007-06-28
US20070131917A1 (en) 2007-06-14
CH698850B1 (de) 2009-11-13
CN1978790A (zh) 2007-06-13
ATE429988T1 (de) 2009-05-15
CN1978790B (zh) 2012-09-05
EP1795279B1 (fr) 2009-04-29

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