EP3309299A1 - Ouvrage de protection - Google Patents

Ouvrage de protection Download PDF

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Publication number
EP3309299A1
EP3309299A1 EP16193968.1A EP16193968A EP3309299A1 EP 3309299 A1 EP3309299 A1 EP 3309299A1 EP 16193968 A EP16193968 A EP 16193968A EP 3309299 A1 EP3309299 A1 EP 3309299A1
Authority
EP
European Patent Office
Prior art keywords
cutting
profile
protective
cutting unit
brake
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
EP16193968.1A
Other languages
German (de)
English (en)
Other versions
EP3309299B1 (fr
Inventor
Gernot Stelzer
Daniel Jäger
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.)
TRUMER SCHUTZBAUTEN GESMBH
Original Assignee
TRUMER SCHUTZBAUTEN GESMBH
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to EP16193968.1A priority Critical patent/EP3309299B1/fr
Application filed by TRUMER SCHUTZBAUTEN GESMBH filed Critical TRUMER SCHUTZBAUTEN GESMBH
Priority to ES16193968T priority patent/ES2807824T3/es
Priority to CA3040191A priority patent/CA3040191A1/fr
Priority to PCT/EP2017/075835 priority patent/WO2018069335A1/fr
Priority to CN201780063425.9A priority patent/CN110023569B/zh
Priority to US16/341,371 priority patent/US10947681B2/en
Priority to JP2019520003A priority patent/JP7261740B2/ja
Priority to RU2019114187A priority patent/RU2750020C2/ru
Publication of EP3309299A1 publication Critical patent/EP3309299A1/fr
Priority to CL2019000990A priority patent/CL2019000990A1/es
Application granted granted Critical
Publication of EP3309299B1 publication Critical patent/EP3309299B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices 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
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F7/00Devices 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
    • E01F7/04Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
    • E01F7/045Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145Means for vehicle stopping using impact energy absorbers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
    • E01F15/14Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact specially adapted for local protection, e.g. for bridge piers, for traffic islands
    • E01F15/145Means for vehicle stopping using impact energy absorbers
    • E01F15/146Means for vehicle stopping using impact energy absorbers fixed arrangements

Definitions

  • the invention relates to a protective barrier according to claim 1.
  • a generic device is from the WO 2009/137951 known.
  • This known device is designed as a device for shock absorption of cable structures, in particular for stone chipping, debris flow and snow and absorbed in a claimed on train rope energy in that a deformable by tensile forces intermediate piece, which is installed in the claimed rope to train, has one or more longitudinal elements.
  • the at least one longitudinal element is on the one hand with its one end in connection with a rope end and on the other hand it is guided around a deflecting element connected to another end of the rope.
  • means are provided by which the formed deflection angle of the longitudinal elements or is substantially maintained during the loading of the intermediate piece.
  • the structural design of the device according to the invention can be made simpler, since, for example, no means for maintaining a deflection angle are required because the cutting unit straight and thus without deflection passed through the brake profile or the rope when applying a Traction is pulled through.
  • the protective barrier according to the invention can be used against stone chipping, felling, avalanches or the like (such as, for example, as a safety fence of car racing tracks).
  • Such a protective barrier usually has a support structure which, depending on the length of the installation, comprises a plurality of spaced pillars which can be fixed on a slope.
  • a network which may be preferably provided with a braid, attached.
  • an upper and a lower suspension cable is provided on the supports.
  • the upper suspension cable carries the net in the area of column heads of the supports and the lower suspension cable guides the net in the area of the column foot.
  • the upper and lower support cables are fastened by means of rock anchors in the ground, wherein in this area and preferably also in the region of the network, the invention Energydissipationsvorraumen can be provided.
  • one or more center ropes are provided between the upper support cable and the lower support cable, which can be connected to the net, for example by a loop through.
  • the connection can be made continuously over the entire length of the connection or can be omitted in the region of the course of the middle ropes on the support of the support structure, in which case the example looping through in these areas does not occur.
  • middle ropes run over the entire length of the installation and are also fixed laterally of the outermost support of Schutzverbauung in the ground, here again preferably rock anchors can be provided in the field energy dissipation devices or rope brakes can be provided, which are formed according to the principles of the present invention.
  • FIG. 1 schematically simplified a protective enclosure 23 according to the invention is shown, wherein Fig. 1 a page view shows.
  • the Schutzverbauung 23 has a so-called.
  • Support structure which is usually formed by a plurality of carriers, which can be fixed, for example via rock anchors 24 in the bottom of a slope.
  • a plurality of such carriers are provided, which can be positioned at a selectable intervals next to each other on the slope H.
  • the Schutzverbauung 23 further includes a network 24, which in the region of a support head 26 'of in Fig. 1 visible support 25 is guided over a support cable assembly 27, wherein it is possible that the support cable assembly 27 includes either an upper support cable or a plurality of upper support cables.
  • a lower suspension cable arrangement 28 is provided, which in turn may be constructed from a suspension cable or a plurality of suspension cables.
  • a middle cable arrangement 29 is provided in the illustrated, particularly preferred exemplary case.
  • This cable arrangement 29 can have one or more middle ropes, which can be guided via guide devices 30 and 31 on the carrier 25.
  • the guide means 30 and 31 may in this case be designed, for example, as shackles, pipe cable guides or caliper guides.
  • FIG. 1 clarifies, in each of these guy assemblies 32, 33 a braking element or a Energydissipationsvorraum be turned on, the in Fig. 1 is symbolized by the block 35 and which may be formed according to the embodiments of the inventive Dissipationsvorraum invention described above.
  • An appropriate fixation of the upper and lower suspension cables (which in Fig. 1 not shown) as well as the middle ropes, can be done via a Energydissipationsvorraum 36 (also called energy absorbing structure or rope brake), which also according to the principles of the present invention, hereinafter with reference to Fig. 2 to 6 be explained, may be formed.
  • a dissipation device 1 into each of the individual ropes 27, 28, 29, 32 or 33, or to assign a plurality of ropes (such as the ropes 29 and 32, 33) to such a dissipation device 1.
  • FIGS. 2 and 3 a first particularly preferred embodiment of an inventive device 1 for energy dissipation (Energiedissipationsvorraum) is shown.
  • the device 1 has a braking profile 2, which is constructed in the example of an elongated rectangular sheet metal strip 11 A and a centrally welded thereto guide web 11 B, to which at one end an end stop 10 is fixed.
  • a pair of pre-cut gaps are provided for inserting cutting plates 5A and 5B, which are parts of a cutting unit 3 which cooperates with the braking profile 2 to produce the energy dissipation.
  • the pre-cut gaps 7A, 7B for inserting these cutting plates 5A and 5B merge into tapered lead-in areas 8A and 8B, which in turn pass into pre-cut, the entire sheet thickness of the metal strip 11A by cross-insertion slots 9A and 9B.
  • the cutting plate 5A has a cutting edge 4A, as well as the cutting plate 5B comprises such a cutting edge, the below with reference to the Fig. 6 will be explained in detail.
  • FIGS. 2 and 3 further shows, the sheet metal strip 11 B with a terminal lug 12 for a in the FIGS. 2 and 3 not shown rope provided what this terminal tab 12 includes a connection recess 14 into which, for example, a cable shackle can be hung.
  • the cutting unit 3 also has a connection tab, which is designated by the reference numeral 13 and in which a connection recess 15 is likewise provided, into which, in turn, e.g. a shackle of a rope assembly can be hung.
  • Fig. 3 illustrates here that the connection recesses 14 and 15 lie in a line of flight F, in order to cause no tilting when pulling the cutting unit 3 by the brake profile 2 in order to even out the cutting process.
  • Such a device 1 for energy dissipation can be installed in the protective enclosure 23, for example at the location of the energy dissipation devices identified therein by the reference numerals 35 and 36.
  • the brake profile 2 as explained above, constructed by the flat sheet metal strip 11 A and the guide web 11 B, thus forming a T-profile.
  • the guide web 11 B is in this case an option that improves the guidance of the cutting plates 5A and 5B, but does not necessarily have to be provided, so that the braking profile 2 according to the invention can also be a flat or flat metal strip as the metal strip 11A.
  • the energy dissipation is effected by splitting the braking profile 2 by the cutting edge or the cutting edges 4A, 4B, ie a part of the braking profile 2 by the cutting unit 3 is separated.
  • the embodiment of the apparatus 1 uses energy dissipation according to FIGS 4 and 5 a hollow profile as a braking profile 2, which may be formed, for example, round or square in cross-section.
  • a hollow profile as a braking profile 2, which may be formed, for example, round or square in cross-section.
  • any type of hollow profile for the embodiment according to the 4 and 5 suitable may be formed, for example, round or square in cross-section.
  • the cutting unit 3 of the embodiment according to the 4 and 5 has a cutting plate 17 with cutting edges 4A and 4B, wherein the cutting plate 17 is fixed to a pull rod 16 which can be inserted into the hollow brake profile 2, as the 4 and 5 clarify.
  • the tension rod 16 has a connecting lug 13 with a connection recess 15, in which a cable shackle of a rope of a protective barrier can be suspended.
  • the brake profile 2 has at the opposite end also on a terminal lug, which is designated by the reference numeral 12, since they the terminal lug 12 of the embodiment according to the FIGS. 2 and 3 corresponds and accordingly has a connection recess 14 in turn for hanging a cable shackle.
  • the cutting profile 17 is formed here as a flat profile, as can be seen from a synopsis of 4 and 5 results.
  • the cutting plates or cutting plates 5A and 5B in the example trap trapezoidal in an upper region and aligned parallel to each other.
  • FIG. 6 illustrates the cutting plates or cutting plates 5A and 5B a selectable distance A to each other, since in the patch on the brake profile 2 state in the resulting space, if provided, the guide bar 11 B is received.
  • FIG. 6 Further clarified Fig. 6 in that between the trapezoidal sections of the cutting plates 5A and 5B and the fastening plates 19 and 20 respectively an insertion slot 17 and 18 is provided, which is formed approximately U-shaped and in the base of each of the cutting edge 4A and 4B is arranged. As can be seen by the cutting edge 4B, this runs in a guide slope 4C, which ends at an outer wall surface 6C of the cutting plate 5B. A corresponding slope is also provided at the cutting edge 4A, in Fig. 6 but not visible. These bevels facilitate the shearing of the separated profile area when cutting into the brake profile 2 and therefore result in a uniform energy dissipation.
  • both cutting plates 5A and 5B have associated receiving openings 6A and 6B which are arranged in alignment with each other, so that connecting elements, such as a connecting nut with associated nut can be inserted through these receiving openings 6A and 6B and can be fixed with corresponding nuts.
  • This connecting screw which in Fig. 6 is not shown in detail, improves the guidance of the cutting plates or cutting plates 5A and 5B in the cutting process, so that it is ensured that the cutting plates 5A and 5B are not cut away during the cutting process or splitting operation to the outside.
  • both the braking profile 2 and the cutting unit 3 each independently and independently of each other tradable objects and thus invention features that are characterized by the previously described design and function features.
  • the cutting edges 4A, 4B may be hardened. Such curing may preferably be carried out by gas nitriding.
  • the above-described particularly preferred embodiment of the brake profile 2 for the device 1 for energy dissipation can also be designed only as a flat sheet metal strip having neither pre-cut Einsteckspalte 7A, 7B still inlet regions 8A, 8B or insertion slots 9A, 9B. Only the provision of connection tabs, such as the connection tabs 12, 13 described by way of example is necessary in this case.
  • connection tabs such as the connection tabs 12, 13 described by way of example is necessary in this case.
  • the previously described embodiment of the brake profile 2 with Einsteckspalten, inlet areas and insertion slots is a particularly preferred embodiment.
  • the inlet regions 8A, 8B may be designed to be acute as well as tapered. By “pointed” here is to be understood that an inlet area, as at an acute angle, created, while “dull” would mean that the inlet area may be at least slightly rounded.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Braking Arrangements (AREA)
  • Road Repair (AREA)
  • Shovels (AREA)
EP16193968.1A 2016-10-14 2016-10-14 Ouvrage de protection Active EP3309299B1 (fr)

Priority Applications (9)

Application Number Priority Date Filing Date Title
ES16193968T ES2807824T3 (es) 2016-10-14 2016-10-14 Construcción protectora
EP16193968.1A EP3309299B1 (fr) 2016-10-14 2016-10-14 Ouvrage de protection
PCT/EP2017/075835 WO2018069335A1 (fr) 2016-10-14 2017-10-10 Structure de protection
CN201780063425.9A CN110023569B (zh) 2016-10-14 2017-10-10 防护结构
CA3040191A CA3040191A1 (fr) 2016-10-14 2017-10-10 Structure de protection
US16/341,371 US10947681B2 (en) 2016-10-14 2017-10-10 Protective construction
JP2019520003A JP7261740B2 (ja) 2016-10-14 2017-10-10 保護構造
RU2019114187A RU2750020C2 (ru) 2016-10-14 2017-10-10 Защитное сооружение
CL2019000990A CL2019000990A1 (es) 2016-10-14 2019-04-12 Construcción protectora.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP16193968.1A EP3309299B1 (fr) 2016-10-14 2016-10-14 Ouvrage de protection

Publications (2)

Publication Number Publication Date
EP3309299A1 true EP3309299A1 (fr) 2018-04-18
EP3309299B1 EP3309299B1 (fr) 2020-05-13

Family

ID=57137924

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16193968.1A Active EP3309299B1 (fr) 2016-10-14 2016-10-14 Ouvrage de protection

Country Status (9)

Country Link
US (1) US10947681B2 (fr)
EP (1) EP3309299B1 (fr)
JP (1) JP7261740B2 (fr)
CN (1) CN110023569B (fr)
CA (1) CA3040191A1 (fr)
CL (1) CL2019000990A1 (fr)
ES (1) ES2807824T3 (fr)
RU (1) RU2750020C2 (fr)
WO (1) WO2018069335A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020161449A1 (fr) * 2019-02-08 2020-08-13 Ims Rn - Ingenierie Des Mouvements De Sol Et Des Risques Naturels Système et procédé de sécurisation contre l'impact d'objets

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3108607A1 (de) * 1980-09-05 1982-04-15 Energy Absorption Systems, Inc., Chicago, Ill. "vorrichtung zur zerstreuung und/oder absorption von kinetischer energie"
FR2673253A1 (fr) * 1991-02-26 1992-08-28 Sisyphe Sarl Dispositif d'absorption d'energie par la deformation des materiaux.
WO1996013972A1 (fr) * 1994-11-07 1996-05-17 The Board Of Regents Of The University Of Nebraska Systeme a rail de protection
US20060193688A1 (en) * 2003-03-05 2006-08-31 Albritton James R Flared Energy Absorbing System and Method
WO2009137951A1 (fr) 2008-05-16 2009-11-19 Geobrugg Ag Dispositif pour l’amortissement des chocs de constructions en cordage, en particulier pour des constructions de protection contre les chutes de pierres, les coulées de boue et la neige

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1229341B (de) * 1962-03-26 1966-11-24 Harald A Son Moberg Vorrichtung zum Abbremsen zweier gegeneinander bewegter Koerper
CH527626A (de) * 1971-04-13 1972-09-15 Neher Alex Ag Schlitten zum Aushobeln von vier Skiführungsspuren
JPS4990405U (fr) * 1972-11-21 1974-08-06
JPS50127129U (fr) * 1974-04-01 1975-10-18
US5431447A (en) * 1994-10-24 1995-07-11 Trw Vehicle Safety Systems Inc. Adjustable energy absorbing device for use in a vehicle seat belt restraint system
US7101111B2 (en) * 1999-07-19 2006-09-05 Exodyne Technologies Inc. Flared energy absorbing system and method
DE29918625U1 (de) * 1999-10-22 2000-02-24 BOMAG GmbH & Co. oHG, 56154 Boppard Verdichtungswalze mit Stampffüßen
EP2794997B1 (fr) * 2011-12-22 2016-03-09 Trumer Schutzbauten GesmbH Structure de protection

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3108607A1 (de) * 1980-09-05 1982-04-15 Energy Absorption Systems, Inc., Chicago, Ill. "vorrichtung zur zerstreuung und/oder absorption von kinetischer energie"
FR2673253A1 (fr) * 1991-02-26 1992-08-28 Sisyphe Sarl Dispositif d'absorption d'energie par la deformation des materiaux.
WO1996013972A1 (fr) * 1994-11-07 1996-05-17 The Board Of Regents Of The University Of Nebraska Systeme a rail de protection
US20060193688A1 (en) * 2003-03-05 2006-08-31 Albritton James R Flared Energy Absorbing System and Method
WO2009137951A1 (fr) 2008-05-16 2009-11-19 Geobrugg Ag Dispositif pour l’amortissement des chocs de constructions en cordage, en particulier pour des constructions de protection contre les chutes de pierres, les coulées de boue et la neige

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2020161449A1 (fr) * 2019-02-08 2020-08-13 Ims Rn - Ingenierie Des Mouvements De Sol Et Des Risques Naturels Système et procédé de sécurisation contre l'impact d'objets
FR3092596A1 (fr) * 2019-02-08 2020-08-14 Ims Rn - Ingenierie Des Mouvements De Sol Et Des Risques Naturels Système et procédé de sécurisation contre l’impact d’objets

Also Published As

Publication number Publication date
CA3040191A1 (fr) 2018-04-19
CL2019000990A1 (es) 2019-08-30
WO2018069335A1 (fr) 2018-04-19
CN110023569B (zh) 2022-04-05
RU2019114187A3 (fr) 2020-12-18
CN110023569A (zh) 2019-07-16
JP7261740B2 (ja) 2023-04-20
ES2807824T3 (es) 2021-02-24
JP2019530820A (ja) 2019-10-24
EP3309299B1 (fr) 2020-05-13
US10947681B2 (en) 2021-03-16
US20200056337A1 (en) 2020-02-20
RU2750020C2 (ru) 2021-06-21
RU2019114187A (ru) 2020-11-16

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