EP1270819A2 - Garde-corps en particulier pour ponts - Google Patents

Garde-corps en particulier pour ponts Download PDF

Info

Publication number
EP1270819A2
EP1270819A2 EP02008602A EP02008602A EP1270819A2 EP 1270819 A2 EP1270819 A2 EP 1270819A2 EP 02008602 A EP02008602 A EP 02008602A EP 02008602 A EP02008602 A EP 02008602A EP 1270819 A2 EP1270819 A2 EP 1270819A2
Authority
EP
European Patent Office
Prior art keywords
railing
profile sections
side legs
reinforcement
posts
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
EP02008602A
Other languages
German (de)
English (en)
Other versions
EP1270819B1 (fr
EP1270819A3 (fr
Inventor
Manfred Arens
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.)
Arens Neuentwicklung und Vertrieb GmbH
Original Assignee
ARENS WERKZEUG und MASCHB
Arens Werkzeug- und Maschinenbau
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 ARENS WERKZEUG und MASCHB, Arens Werkzeug- und Maschinenbau filed Critical ARENS WERKZEUG und MASCHB
Publication of EP1270819A2 publication Critical patent/EP1270819A2/fr
Publication of EP1270819A3 publication Critical patent/EP1270819A3/fr
Application granted granted Critical
Publication of EP1270819B1 publication Critical patent/EP1270819B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103—Parapets, railings ; Guard barriers or road-bridges

Definitions

  • the invention relates to a railing, in particular a bridge railing, in which Railing posts anchored in the lane boundary and with at least a cross member that connects adjacent railing posts.
  • Such railings are currently provided on bridges as a protective measure, to prevent a crash with a motor vehicle. But also with an impact of a motor vehicle can be a breakthrough between do not always avoid the railing post. It always comes up therefore Injured and dead since the railing is not sufficiently stable and a breakthrough of the railing to a fall of the motor vehicle from the Bridge or embankment leads.
  • the railing posts anchored in the lane boundary offer the most stable Place the railing and carry the additionally attached row of Reinforcement profile sections that cover the weak points of the railing between the railing posts significantly strengthen, making a breakthrough is also prevented at these points on the railing.
  • the reinforcement profile sections can in particular also subsequently easily to the Railing posts are attached.
  • the railing reinforcement is arranged on the side facing the road is. This can significantly increase the support force of the railing reinforcement become.
  • the reinforcement profile section as a sheet profile section is formed, which extends in the direction of the railing and with continuous Profiling is provided.
  • the reinforcement profile sections in length to an integer multiple of the distance adjacent railing posts are designed so that the reinforcing profile sections always end in the area of a railing post and can be attached.
  • the reinforcement profile sections by means of separate Trusses are attached to the railing posts.
  • the railing can then in particular, be configured such that the crossbeams on the railing posts are attached, which form a receptacle for a railing post and carry a mounting plate on which a continuous reinforcement profile section or the two ends of two abutting reinforcement profile sections is (are) screwed.
  • the outer contour of the mounting plate is positive is adapted to the inner contour of the reinforcement profile sections, then the reinforcing profile section or both ends of the butting reinforcing profile sections form-fitting and thus large area from the mounting plate.
  • the screw connection is designed so that the crossbar has two side legs which are spaced apart in the longitudinal direction of the Railing-oriented dimensions of the railing posts are designed, and that the side legs on the roadway facing and / or the Road side facing away from the railing post picked up several times are screwed together.
  • the crossbar is simply on the railing post attached and then the side legs screwed together. It plays. no matter whether the trusses are separate from the reinforcement profile sections screwed to the railing post, or whether the Trusses are attached to the reinforcement profile sections in advance. In in any case, a subsequent installation on the railing is easy to do.
  • the structural design of the trusses can be carried out according to one embodiment be that the side legs are part of angles that with fastening legs directly or via a carrier plate with the inside of the Fastening plate are firmly connected.
  • the side legs of the traverse can be stiffened by the fact that the free Wear the edges of the side legs of the crossbeams with flanges that are folded outwards.
  • the ends of the series of reinforcement profile sections are thereby a danger point defused that the series of reinforcement profile sections their ends are covered by end pieces.
  • the end pieces can form a rounded end without sharp edges.
  • a railing is above the railing post 11 in the lane boundary 10 anchored, the railing posts being square or rectangular Have cross section and formed as a hollow profile sections could be.
  • the railing posts 11 are at a uniform distance arranged and with each other with lower and upper cross beams 12 and 13.
  • a plurality of rungs 14 connect the cross members 12 and 13.
  • a continuous one Row of reinforcing profile sections 20 attached, which at least over extend the vulnerable area of the railing and the length of it on a integer multiple of the distance between the railing posts 11 are designed.
  • the length of the reinforcement profile sections 20 corresponds to the distance between the railing posts 11, then the abutting reinforcement profile sections 20 attached to each railing post 11 with their ends like that indicated connection points in Fig. 1 can be seen.
  • a cover piece 50 can be attached which covers the sharp edges of the reinforcement profile section 20 covers and avoids a hazard.
  • the cross section of the reinforcement profile sections 20 is shown in FIG. 2.
  • the longitudinal edges are bent as stiffening edges 21 and 22 and also the base leg 23 is profiled for reasons of stability.
  • a receiving sleeve 25 can be attached in the longitudinal direction is aligned and take up a wire rope as additional reinforcement can be spread over the entire range of reinforcement profile sections 20 extends and at the ends of this row on the trusses 30 or Railing post 11 is set.
  • Cross members are used as fastening elements for the reinforcement profile sections 20 30 used according to FIGS. 3 to 5.
  • the traverse 30 form two Side leg 35 a receptacle for the railing post 11, the distance to the dimension of the railing posts aligned in the longitudinal direction of the railing 11 are designed.
  • the side legs 35 are part of angles 32, whose mounting leg 33 directly or via a support plate 43 with a Mounting plate 31 are connected.
  • the mounting plate 31 and the mounting legs 33 carry aligned holes 34 so that the two Screwed ends of abutting reinforcement profile sections 20 can be.
  • the outer contour of the mounting plate 31 is on the inner contour the reinforcement profile sections 20 form-fitting, so that a large-area connection is created.
  • Between the side legs 35 is one Lining 40 is inserted from a neoprene sheet that supports the railing post 11 and the traverse 30 electrochemically decoupled, so that a Corrosion is avoided.
  • the side legs 35 and the liner 40 carry aligned mounting holes 37 and 41, pick up the mounting screws that hold the side legs 35 and the lining 40 on the side facing away from the road connect the railing post 11.
  • Near the mounting legs 33 wear the side legs 35 outside the lining 40 mounting holes 38 for fastening screws, which the side legs 35 on the Connect the side of the railing posts 11 facing the road with each other.
  • the Fastening plate 31 is therefore at a defined distance from the railing post 11 and thus also the reinforcement profile sections 20.
  • Fig. 3 is in the area of the mounting holes 38 between the Side legs 35 arranged a receiving sleeve 45 for a wire rope, the the side legs 35 are accessible via bores 36.
  • the receiving sleeve 45 is approximately on the receiving sleeve 25 of the reinforcing profile sections 20th aligned.
  • the view of Fig. 3 is in Fig. 4 with the arrow III and the view 4 in Fig. 3 marked with the arrow IV.
  • the free edges of the side legs 35 are bent outwards as flanges 39 and stiffened with it.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP02008602A 2001-06-29 2002-04-17 Garde-corps en particulier pour ponts Expired - Lifetime EP1270819B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10131047A DE10131047B4 (de) 2001-06-29 2001-06-29 Geländer, insbesondere Brückengeländer
DE10131047 2001-06-29

Publications (3)

Publication Number Publication Date
EP1270819A2 true EP1270819A2 (fr) 2003-01-02
EP1270819A3 EP1270819A3 (fr) 2004-01-14
EP1270819B1 EP1270819B1 (fr) 2009-02-25

Family

ID=7689675

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02008602A Expired - Lifetime EP1270819B1 (fr) 2001-06-29 2002-04-17 Garde-corps en particulier pour ponts

Country Status (3)

Country Link
EP (1) EP1270819B1 (fr)
AT (1) ATE423872T1 (fr)
DE (2) DE10131047B4 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108677799A (zh) * 2018-05-18 2018-10-19 南京天方电子工程有限公司 一种隔离栅的安装方法

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3428299A (en) * 1964-04-09 1969-02-18 Ralph Mogens Mogensen Girder,more particularly for a motorway safety fence
DE2922029A1 (de) * 1978-05-30 1979-12-06 Vmw Ranshofen Berndorf Ag Gelaender mit als hohlkastenprofil ausgebildeten gurten
FR2508951A1 (fr) * 1981-07-03 1983-01-07 Routier Equip Sa Plinthe pour garde-corps equipant une voie de circulation routiere
FR2564498A1 (fr) * 1984-05-21 1985-11-22 Routier Equip Sa Dispositif de retenue pour voies de circulation routiere
WO1986003820A1 (fr) * 1984-12-19 1986-07-03 Skandinaviska Aluminium Profiler Ab Profile en metal leger
DE19653985A1 (de) * 1996-12-21 1998-06-25 Daniel Maechtle Einrichtung zum Anbringen von Bolzenankern an Betonbauwerken
FR2793501A1 (fr) * 1999-05-12 2000-11-17 Profiles Du Ct Dispositif de montage d'une glissiere de securite sur des supports verticaux de fixation au sol

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2093200A5 (fr) * 1970-06-05 1972-01-28 Pichon Joseph

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3428299A (en) * 1964-04-09 1969-02-18 Ralph Mogens Mogensen Girder,more particularly for a motorway safety fence
DE2922029A1 (de) * 1978-05-30 1979-12-06 Vmw Ranshofen Berndorf Ag Gelaender mit als hohlkastenprofil ausgebildeten gurten
FR2508951A1 (fr) * 1981-07-03 1983-01-07 Routier Equip Sa Plinthe pour garde-corps equipant une voie de circulation routiere
FR2564498A1 (fr) * 1984-05-21 1985-11-22 Routier Equip Sa Dispositif de retenue pour voies de circulation routiere
WO1986003820A1 (fr) * 1984-12-19 1986-07-03 Skandinaviska Aluminium Profiler Ab Profile en metal leger
DE19653985A1 (de) * 1996-12-21 1998-06-25 Daniel Maechtle Einrichtung zum Anbringen von Bolzenankern an Betonbauwerken
FR2793501A1 (fr) * 1999-05-12 2000-11-17 Profiles Du Ct Dispositif de montage d'une glissiere de securite sur des supports verticaux de fixation au sol

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
E. WOYWOD: "ABSCHRANKUNGEN AUF BRÜCKEN" SCHWEIZERISCHE BAUZEITUNG, Bd. 87, Nr. 12, 20. März 1969 (1969-03-20), Seiten 213-216, XP002260899 DE *
P.BÜRKEL, M. GHIELMETTI: "ZUR SICHERHEIT VON BRÜCKENLEITSCHRANKEN" STRASSE UND VERKEHR. ROUTE ET TRAFIC, Bd. 70, Nr. 4, April 1984 (1984-04), Seiten 93-100, XP002260900 ZÜRICH (CH) *

Also Published As

Publication number Publication date
ATE423872T1 (de) 2009-03-15
DE50213308D1 (de) 2009-04-09
EP1270819B1 (fr) 2009-02-25
DE10131047A1 (de) 2003-01-23
EP1270819A3 (fr) 2004-01-14
DE10131047B4 (de) 2007-05-16

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