EP2055840A3 - Guide rail - Google Patents

Guide rail Download PDF

Info

Publication number
EP2055840A3
EP2055840A3 EP08018947A EP08018947A EP2055840A3 EP 2055840 A3 EP2055840 A3 EP 2055840A3 EP 08018947 A EP08018947 A EP 08018947A EP 08018947 A EP08018947 A EP 08018947A EP 2055840 A3 EP2055840 A3 EP 2055840A3
Authority
EP
European Patent Office
Prior art keywords
longitudinal section
sliding wall
coupling profile
crash barriers
guide rail
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.)
Withdrawn
Application number
EP08018947A
Other languages
German (de)
French (fr)
Other versions
EP2055840A2 (en
Inventor
Karl-Heinz Dipl.-Ing. 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
Publication of EP2055840A2 publication Critical patent/EP2055840A2/en
Publication of EP2055840A3 publication Critical patent/EP2055840A3/en
Withdrawn legal-status Critical Current

Links

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
    • 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/04Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
    • E01F15/0407Metal rails
    • E01F15/0423Details of rails
    • E01F15/043Details of rails with multiple superimposed members; Rails provided with skirts
    • 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
    • E01F15/083Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

Der Leitschwellenstrang (1) umfasst zwischen einer Betongleitwand (3) und einer Leitplankenanordnung (4) mit zwei übereinander liegenden Leitplanken (5) ein Kopplungsprofil (6). Das Kopplungsprofil (6) weist einen an die Kontur der Betongleitwand (3) angepassten 1. Längenabschnitt (21) und einen 2. Längenabschnitt (22) mit einem mit den Leitplanken (5) verbundenen ebenen Bereich (23) auf. Dieser verläuft in derselben geneigten Ebene wie der an die obere Schrägfläche (7) der Betongleitwand (3) angepasste obere Bereich (28) des 1. Längenabschnitts (21). Die Breite (B) des unteren Bereichs (29) des 1. Längenabschnitts (21) läuft im unteren Bereich (35) des 2. Längenabschnitts (22) sich kontinuierlich verschmälernd in die untere Ecke (30) der vertikalen Stirnseite (27) des 2. Längenabschnitts (22) aus.

Figure imgaf001
The Leitschwellenstrang (1) comprises between a Betongleitwand (3) and a guard rail assembly (4) with two superimposed crash barriers (5) has a coupling profile (6). The coupling profile (6) has a first longitudinal section (21) adapted to the contour of the concrete sliding wall (3) and a second longitudinal section (22) having a flat region (23) connected to the crash barriers (5). This extends in the same inclined plane as the upper area (28) of the first longitudinal section (21) adapted to the upper inclined surface (7) of the concrete sliding wall (3). The width (B) of the lower region (29) of the first longitudinal section (21) runs continuously narrowing in the lower region (35) of the second longitudinal section (22) into the lower corner (30) of the vertical front side (27) of FIG Length section (22) off.
Figure imgaf001

EP08018947A 2007-11-05 2008-10-30 Guide rail Withdrawn EP2055840A3 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200710053000 DE102007053000B3 (en) 2007-11-05 2007-11-05 A crash barrier

Publications (2)

Publication Number Publication Date
EP2055840A2 EP2055840A2 (en) 2009-05-06
EP2055840A3 true EP2055840A3 (en) 2012-02-29

Family

ID=40157680

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08018947A Withdrawn EP2055840A3 (en) 2007-11-05 2008-10-30 Guide rail

Country Status (2)

Country Link
EP (1) EP2055840A3 (en)
DE (1) DE102007053000B3 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202013004918U1 (en) 2013-05-29 2014-09-03 Tss Technische Sicherheits-Systeme Gmbh Transitional structure for roadway boundaries
CN112482215A (en) * 2020-11-20 2021-03-12 天津市公路工程总公司 Bridge head transition section concrete anti-collision guardrail and corrugated steel guardrail connecting structure and construction method
CN114457729B (en) * 2022-02-28 2023-06-23 北京深华达交通工程检测有限公司 Q460 material steel-concrete guardrail standard transition section

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3742356A1 (en) * 1987-12-14 1989-06-29 Sps Schutzplanken Gmbh Transition, in traffic routes, from a concrete sliding wall to protective barriers
DE202005008391U1 (en) * 2005-05-25 2005-09-08 Sps Schutzplanken Gmbh Junction used in traffic routes between a concrete wall and a protective plank arrangement comprises a reinforced sheet steel construction with a cross- section corresponding to the concrete wall contour and a support wall for the planks

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29707447U1 (en) * 1997-04-24 1997-11-06 Sps Schutzplanken Gmbh Transition in traffic routes from a concrete sliding wall to a safety barrier
AT4689U1 (en) * 1999-10-22 2001-10-25 Voest Alpine Krems Finaltech GUIDE RAIL AND GUIDE DEVICE WITH SUCH A GUIDE RAIL
DE202006015433U1 (en) * 2006-09-01 2007-02-08 Sps Schutzplanken Gmbh Transit connection between barrier sections, to prevent vehicles leaving the road when out of control, has a plate bonded to the facing ends of the sections with a mantle structured to shape the striking zones

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3742356A1 (en) * 1987-12-14 1989-06-29 Sps Schutzplanken Gmbh Transition, in traffic routes, from a concrete sliding wall to protective barriers
DE202005008391U1 (en) * 2005-05-25 2005-09-08 Sps Schutzplanken Gmbh Junction used in traffic routes between a concrete wall and a protective plank arrangement comprises a reinforced sheet steel construction with a cross- section corresponding to the concrete wall contour and a support wall for the planks

Also Published As

Publication number Publication date
DE102007053000B3 (en) 2009-01-29
EP2055840A2 (en) 2009-05-06

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