EP1693518A1 - Glissière de sécurité - Google Patents

Glissière de sécurité Download PDF

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Publication number
EP1693518A1
EP1693518A1 EP05003637A EP05003637A EP1693518A1 EP 1693518 A1 EP1693518 A1 EP 1693518A1 EP 05003637 A EP05003637 A EP 05003637A EP 05003637 A EP05003637 A EP 05003637A EP 1693518 A1 EP1693518 A1 EP 1693518A1
Authority
EP
European Patent Office
Prior art keywords
longitudinal rails
barrier according
longitudinal
round
safety barrier
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
EP05003637A
Other languages
German (de)
English (en)
Other versions
EP1693518B1 (fr
Inventor
Karl-Heinz Schmitt
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.)
SPIG Schutzplanken Produktions GmbH and Co KG
Original Assignee
SPIG Schutzplanken Produktions GmbH and Co KG
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
Application filed by SPIG Schutzplanken Produktions GmbH and Co KG filed Critical SPIG Schutzplanken Produktions GmbH and Co KG
Priority to AT05003637T priority Critical patent/ATE396305T1/de
Priority to DE502005004185T priority patent/DE502005004185D1/de
Priority to EP05003637A priority patent/EP1693518B1/fr
Publication of EP1693518A1 publication Critical patent/EP1693518A1/fr
Application granted granted Critical
Publication of EP1693518B1 publication Critical patent/EP1693518B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0453—Rails of materials other than metal or concrete, e.g. wood, plastics; Rails of different materials, e.g. rubber-faced metal profiles, concrete-filled steel tubes
    • 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
    • E01F15/00—Safety 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
    • E01F15/02—Continuous barriers extending along roads or between traffic lanes
    • E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407—Metal rails
    • E01F15/0438—Spacers between rails and posts, e.g. energy-absorbing means

Definitions

  • the invention relates to a protective barrier for the arrangement next to a roadway according to the features in the preamble of claim 1.
  • a protective barrier string of the generic type belongs to the state of the art.
  • the protective barrier has a number of vertical metallic posts fixed to the ground and a horizontal guide rail of round logs set against each other.
  • the round woods extend on parallel metallic longitudinal rails, which are attached to the posts via spacers.
  • the round timbers are bolted to the longitudinal rails.
  • the round woods on a flattened back.
  • a metallic reinforcing belt is provided, which passes through the round timber in the longitudinal direction.
  • the invention is therefore based on the prior art based on the object to provide an improved assembly with respect to the protective barrier, which is also variable executable with respect to different containment levels.
  • the main point of the invention is the measure that the longitudinal rails have a trapezoidal cross section with a web and a projecting in the direction of the roadway upper and lower legs, the round woods are partially surrounded by the longitudinal rails. Successive longitudinal rails are connected with their ends overlapping each other. The overlapping ends are bent relative to the adjacent longitudinal sections of the longitudinal rails facing away from the round woods.
  • the steel structure is first constructed.
  • the vertical posts are rammed into the ground.
  • the distance of the posts is variable and takes place in adaptation to the conditions along the road.
  • the longitudinal rails are mounted on the spacers on the posts and interconnected, so that there is a continuous channel of the longitudinal rails.
  • the attachment of the longitudinal rails to the posts is preferably configured so that they act as predetermined breaking points. In this way, the defensive stoppage can be increased or improved in the event of an impact.
  • the guide rail is assembled from round timbers.
  • the round timbers are positioned in the longitudinal rails and fixed by means of bolts.
  • the round logs can be mounted consecutively abutting each other. Elaborate blanking or notching cuts in the joint areas are not required. Only in curve sections simple miter cuts end of the round timber may be necessary.
  • the protective barrier according to the invention is characterized by its ease of installation in a structurally simple design.
  • the protective barrier can be designed depending on the design in a simple manner to different containment levels. Another advantage is that just because of the ease of installation, the lengths of the individual shots can be increased. So far, shots of 4 m length are common. Now you can go to a shot length of 6 m. As a result, the number of joints as well as the necessary connection means and assembly work can be reduced by half.
  • the ends of two consecutive longitudinal rails are interconnected by bolts. This is done before the round timbers are mounted on the longitudinal rails.
  • the logs can be continuously abutting mounted without being obstructed by protruding ends of the bolts.
  • the round logs themselves are in turn connected to the ends of the longitudinal rails via fastening bolts, the fastening bolts passing through the round timbers and the ends of the longitudinal rails transversely.
  • the longitudinal profiles preferably have a C-shaped cross section, wherein the open side of the longitudinal profiles is arranged away from the roadway within the protective barrier strand.
  • This construction is used in particular for the protection of fallen cyclists.
  • the lower guide rail to prevent cyclists can get with the front wheels under the upper guide rail.
  • a second guide rail may be arranged below the upper guide rail.
  • Upper and lower Leitholm thus form a double plank arrangement. As a result, a very high retention level can be ensured.
  • Such constructions are useful, for example, on bridges, in tight bends or in areas with a high risk of falling.
  • the fixed to the ground preferably rammed into the ground vertical posts have a C-shaped cross-section.
  • the posts are closed on their side facing away from the roadway open side at the bottom end portion by a reinforcing plate. As a result, the resistance moment of the posts can not be increased additionally.
  • the vertical posts can be at least partially provided with a sheath.
  • a sheath This may be a colored sheathing to visually adapt the galvanized steel posts to the timber of the Leitholms.
  • the jacket can also take over shock and impact protection function.
  • a protective barrier strand 1 is shown to the arrangement next to a roadway 2.
  • the protective barrier 1 has a plurality of fixed to the ground post 3 made of steel and a horizontal guide rail 4 shot against each other set round timber 5 on.
  • the posts 3 have a C-shaped cross section and are closed by a reinforcing plate 8 on their open side 6 facing away from the roadway 2 on the bottom end section 7 for increasing the buckling resistance.
  • the round wood 5 extend to parallel running longitudinal rails 9 made of metal, the longitudinal rails 9 are fastened by metallic spacers 10 to the post 3.
  • the longitudinal rails 9 have a trapezoidal cross-section with a vertically directed web 11 and two legs 12, 13 extending obliquely forwards from the web 11 in the direction of the roadway 2.
  • the spacers 10 are made of steel and also have a trapezoidal cross-section. With their post-side mounting bar 14, the spacers 10 are fixed to the post 3 by bolts 15 and nuts 16. Each stud bolt 15 penetrates the mounting bar 14 of the spacer 10 and the front flange side 17 of the post 3.
  • the inclined side legs 18, 19 of each spacer 10 terminate in end tabs 20, 21 which extend in a vertical plane.
  • the end tabs 20, 21 are used to connect the spacers 10 with the longitudinal rails 9.
  • the connection between a longitudinal rail 9 and a spacer 10 can be done both by welding technology and by means of bolts. For example, in FIGS. 7 and 12, a connection via a weld 22 is shown.
  • the fixed to the post 3 longitudinal rails 9 form a continuous channel-like receptacle for the round timber 5.
  • the overlapping ends 23, 24 are bent relative to the adjacent longitudinal sections 27 of the longitudinal rails 9 away from the round timber 5 away.
  • the length sections 27 pass over an inclined bevel section 28 bent away from the round timber 5 into the ends 23 and 24, respectively.
  • a free space 29 is formed for receiving the screw heads 30 of the bolt 25th
  • the round timber 5 are positioned in the longitudinal rails 9 and mounted continuously abutting each other. This is possible by the offset of the ends 23, 24.
  • To establish the round timber 5 are connected to the ends 23, 24 of the longitudinal rails 9 via fastening bolts 31, wherein the fastening bolts 31, the round timber 5 and the ends 23, 24 transversely prevail.
  • the heads 32 of the fastening bolts 30, 31 are recessed in roadway-side recesses 33 of the round timber 5.
  • the clamping of the fastening bolt 31 with the round timber 5 and the ends 23, 24 via nuts 34, the post side on the over the ends 23, 24 projecting threaded portions of the fastening bolts 31 are screwed and tightened.
  • support brackets 35 can be fixed to the post 3 below the longitudinal rails, as can be seen in particular in Figures 6 and 7.
  • the round timber 5 can be placed on the support brackets 35 and positioned to install. This is done in a simple manner manually, since the weight of the round timber 5 is carried in the assembly work of the support brackets 35. in the Following the assembly work, the support brackets 35 can be dismantled.
  • the round timber 5 form the continuous guide rail 4, which is received and locked in the longitudinal rails 9.
  • the round timber 5 are partially surrounded by the longitudinal rails 9 through the legs 12, 13 and supported on the upper side or bottom side.
  • the embodiment of a protective barrier string 36 according to FIG. 3 corresponds to that described above. However, the distance between the posts 3 along the protective barrier strand 36 is set closer than the protective barrier strand. 1
  • a protective barrier string 37 is shown, in which between the spacers 10 and the posts 3 metallic longitudinal profiles 38 are incorporated, which extend parallel and continuously to the guide rail 4.
  • the longitudinal profiles 38 have a C-shaped cross section and are connected via bolts 39 with the posts 3 on the one hand and with the spacers 10 on the other.
  • the protective barrier strand 40 has, in addition to the upper guide rail 4, an underrun protection which consists of individual shots of metal bars 41 of C-section cross-section. These are defined by incorporation of spacers 42 to the post.
  • the spacers 42 are formed of short pipe sections, which are connected in a suitable manner, preferably by screwing, with the posts 3 on the one hand and the metal beams 41 on the other.
  • a protective barrier strand 43 with a very high retention capacity and correspondingly high retention level can be seen in FIGS. 10, 11 and 15.
  • a second guide rail 44 is arranged from round timber 5 below the upper Leitholms 4, so that a double plank arrangement is formed.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Electronic Switches (AREA)
  • Apparatus For Radiation Diagnosis (AREA)
  • Optical Fibers, Optical Fiber Cores, And Optical Fiber Bundles (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
EP05003637A 2005-02-21 2005-02-21 Glissière de sécurité Not-in-force EP1693518B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT05003637T ATE396305T1 (de) 2005-02-21 2005-02-21 Schutzplankenstrang
DE502005004185T DE502005004185D1 (de) 2005-02-21 2005-02-21 Schutzplankenstrang
EP05003637A EP1693518B1 (fr) 2005-02-21 2005-02-21 Glissière de sécurité

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP05003637A EP1693518B1 (fr) 2005-02-21 2005-02-21 Glissière de sécurité

Publications (2)

Publication Number Publication Date
EP1693518A1 true EP1693518A1 (fr) 2006-08-23
EP1693518B1 EP1693518B1 (fr) 2008-05-21

Family

ID=34933845

Family Applications (1)

Application Number Title Priority Date Filing Date
EP05003637A Not-in-force EP1693518B1 (fr) 2005-02-21 2005-02-21 Glissière de sécurité

Country Status (3)

Country Link
EP (1) EP1693518B1 (fr)
AT (1) ATE396305T1 (fr)
DE (1) DE502005004185D1 (fr)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1918460A1 (fr) * 2006-10-31 2008-05-07 Hierros y Aplanaciones, S.A. (HIASA) Système amélioré de contention d'impact latéral de véhicule, avec une capacité élevée de contention et d'absorption d'énergie
ES2332642A1 (es) * 2009-09-09 2010-02-09 Universidad Politecnica De Valencia Sistema de seguridad vial para motoristas.
GB2464905B (en) * 2007-09-13 2013-03-27 Highway Care Ltd Barrier system

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5462258A (en) * 1991-09-30 1995-10-31 Compagnie Francaise Des Etablissements Gaillard Road crash barrier comprising at least one horizontal wooden rail
FR2770236A1 (fr) * 1997-10-27 1999-04-30 Claude Alix Georges Pomero Glissiere de securite routiere comportant une lisse nervuree en bois renforcee par une lame d'acier et un ecarteur la reliant a un support
FR2834307A1 (fr) * 2001-12-28 2003-07-04 Solosar Barriere de securite pour voies de circulation de vehicules comprenant une lisse formee d'une ame interieure et d'une enveloppe exterieure
EP1486614A1 (fr) 2003-06-12 2004-12-15 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Glissière de sécurité

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5462258A (en) * 1991-09-30 1995-10-31 Compagnie Francaise Des Etablissements Gaillard Road crash barrier comprising at least one horizontal wooden rail
FR2770236A1 (fr) * 1997-10-27 1999-04-30 Claude Alix Georges Pomero Glissiere de securite routiere comportant une lisse nervuree en bois renforcee par une lame d'acier et un ecarteur la reliant a un support
FR2834307A1 (fr) * 2001-12-28 2003-07-04 Solosar Barriere de securite pour voies de circulation de vehicules comprenant une lisse formee d'une ame interieure et d'une enveloppe exterieure
EP1486614A1 (fr) 2003-06-12 2004-12-15 SPIG Schutzplanken-Produktions-Gesellschaft mbH & Co.KG Glissière de sécurité

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1918460A1 (fr) * 2006-10-31 2008-05-07 Hierros y Aplanaciones, S.A. (HIASA) Système amélioré de contention d'impact latéral de véhicule, avec une capacité élevée de contention et d'absorption d'énergie
GB2464905B (en) * 2007-09-13 2013-03-27 Highway Care Ltd Barrier system
ES2332642A1 (es) * 2009-09-09 2010-02-09 Universidad Politecnica De Valencia Sistema de seguridad vial para motoristas.
WO2011029975A3 (fr) * 2009-09-09 2011-07-14 Universidad Politécnica De Valencia Système de sécurité routière pour motocyclistes

Also Published As

Publication number Publication date
ATE396305T1 (de) 2008-06-15
EP1693518B1 (fr) 2008-05-21
DE502005004185D1 (de) 2008-07-03

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