EP0846204B1 - Dispositif de protection de la buse du puisard d'une route - Google Patents

Dispositif de protection de la buse du puisard d'une route Download PDF

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Publication number
EP0846204B1
EP0846204B1 EP96926259A EP96926259A EP0846204B1 EP 0846204 B1 EP0846204 B1 EP 0846204B1 EP 96926259 A EP96926259 A EP 96926259A EP 96926259 A EP96926259 A EP 96926259A EP 0846204 B1 EP0846204 B1 EP 0846204B1
Authority
EP
European Patent Office
Prior art keywords
roadway
road
trapezoid
ramp
ramp plate
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.)
Expired - Lifetime
Application number
EP96926259A
Other languages
German (de)
English (en)
Other versions
EP0846204A1 (fr
Inventor
Klaus Steinbauer
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.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP0846204A1 publication Critical patent/EP0846204A1/fr
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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
    • E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes

Definitions

  • the present invention relates to a device for Securing a street channel passage against a frontal impact a vehicle that has strayed from the higher lane, with a trapezoidal ramp, which with both Trapezoidal pages can be placed on the road canal embankment with your larger trapezoidal base at the front of the street channel passage or the like at the level of the road. and with her smaller one Trapezoidal base is supported on the street channel sole.
  • FR 2 581 101 is an introductory device specified type known, the ramp with both trapezoidal sides and any side extensions only rests on the road channel embankment, which means that a vehicle that has strayed from the road into the street channel down to the embankment. This can be because of the Slope slope results in a severe impact to have.
  • the well-known ramp is also in its lower Half provided with large-diameter openings that can also have adverse consequences in the event of an impact.
  • the invention now aims at one Safety device to create which is not just the impact of a vehicle prevented on the front side of the street channel passage, but at the same time transferring the vehicle to one area adjacent to the road canal or its embankment, e.g. a field that enables.
  • the safety device according to the invention is characterized by the fact that it is made of reinforced concrete and both on the opposite side of the road Road canal embankment as well as one adjacent to the road canal can be supported lower than the level of the road surface or the ramp is only on the side facing away from the road Trapezoidal side with a triangular extension is, which is preferably releasably connected to the ramp is and on the one hand on the front side of the street channel passage in alignment with the larger trapezoidal base as well on the other hand, at the transition between the street channel and the adjacent one Surface is supported, the ramp plate only in the area the smaller trapezoidal base with one covered by a grid Water passage opening is provided and in the ramp and preferably also known in their extension Receiving organs are cast.
  • the street canal covering in front of the front area of the street channel passage sloping ramp for one from the road stray vehicle created on which the vehicle comes up with the wheels and on which it is braked, and on the other hand achieved that the drive-on surface also with the at the Road channel adjacent, essentially parallel to the road running surface, e.g. a field, over an edge in Connection is established, so that the stray vehicle on the ramp distracted to the area adjacent to the street canal becomes.
  • the only in the sole area of the street channel in the Access plate existing water passage ensures that the Effect of the street canal even in heavy rain is maintained.
  • the ramp with the street channel sole includes an angle of about 20 °.
  • the safety device As shown in FIGS. 1 and 2, the safety device according to the invention a ramp 1, for example manufactured as a precast reinforced concrete and in the Top view is formed as an isosceles trapezoid.
  • the Ramp plate 1 is shown in FIG. 3 with its one trapezoidal side on the road embankment B and with its smaller trapezoidal base 1 'on the sole S to the roadway F over the embankment B laterally adjacent road channel K and is closed this purpose on the underside of the plate in the area of the smaller ones Trapezoidal base 1 'bevelled.
  • the Ramp plate 1 is also based in the area of its larger Trapezoidal base 1 "also on the underside of the plate provided bevel on the end face D 'of the road channel passage D and with their other trapezoidal side on the other Embankment B 'of the road channel K or at the transition one to the Street channel K adjacent surface F ", which is e.g. a field and is lower than the roadway F.
  • the bevel angle of the bevels the larger and the smaller trapezoidal base 1 "or 1 ' are appropriately made so that the ramp 1 in installed condition with the channel base S an angle of about Includes 20 °, as can be seen from Fig. 3.
  • Weight of the ramp plate 1 digs it into the ground one on which it rests, which is suitable for the load bearing proves advantageous.
  • Trapezoidal base 1 ' is a passage opening in the ramp 1 4 trained through which rainwater can pass and which is covered with a grid 5.
  • the ramp 1 is also in the example shown with four receiving elements 6 anchored in their steel reinforcement ST, like hooks or eyes, through which the ramp to Transport and laying can be included.
  • the ramp 1 shown forms a ramp for one from lane F (direction of travel P) over the embankment B vehicle arriving on the ramp, on the Plate is braked or brought to a standstill, the Ramp plate transmits the impact energy to the ground.
  • a ramp extension 7 provided, which is formed as a triangle in plan view and with their triangle base on the other, smaller one Road channel embankment B 'or at the transition to area F "and with its two other triangular sides on the ramp 1 and on the front side D 'of the street channel passage D in Alignment with the larger trapezoidal side 1 "of the ramp 1 supports.
  • the ramp plate extension 7 is with the actual ramp 1, preferably releasably connected and closes with this, due to the level difference of the Surface F "to the main lane F, an obtuse angle Extension 6 is also useful as a finished part manufactured and e.g. over in the ramp 1 and in the Extension 6 provided threaded bushings and screw-in pins screwed to the ramp 1.
  • This connection is in Fig. 4 only indicated schematically at 8. It is understood that also the extension 6 at least in the area of its support bevelled on the front of the street canal is, which guarantees a perfect edition of the extension.
  • the safety component according to the invention cannot only be made of Reinforced concrete, but also from other stable materials, e.g. as a plastic plate, provided that that the necessary load-bearing capacity for the absorption of the vehicle weight remains guaranteed.
  • the exemplary embodiments described can be within the scope of the general idea of the invention modified in various ways to meet the respective needs of the roads or to be adapted to the road channel construction. This applies especially for the bevel angle on the underside of the panel as well as for the dimensions of the trapezoid and the triangular Renewal.
  • the Length of the larger trapezoidal base about 2.5 m and the trapezoidal height can also be about 2.5 m, while e.g. the smaller one Trapezoidal base can have a length of 60 cm.
  • the strength of the Ramp plate can be about 15 cm in precast reinforced concrete to get voted.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Chairs Characterized By Structure (AREA)
  • Motorcycle And Bicycle Frame (AREA)
  • Sewage (AREA)

Claims (2)

  1. Dispositif pour la protection d'une bouche de puisard ou d'égout routier contre l'impact frontal d'un véhicule arrivant à partir d'une voie de circulation située à une plus grande hauteur, avec une plaque de roulement anti-chocs trapézoïdale (1), qui peut être appliquée par ses deux côtés de trapèze sur le talus de la bouche d'égout (B,B') et par sa grande base de trapèze (1') sur le côté frontal de la bouche d'égout routier (D) à la hauteur de la chaussée de circulation (F) et qui peut s' appuyer par sa petite base de trapèze (1') sur la semelle de l'égout ou puisard routier (S), caractérisé en ce que la plaque de roulement anti-chocs (1) est réalisée à partir de béton armé et peut s'appuyer aussi bien sur le talus d'égout ou puisard routier opposé à la chaussée de circulation que sur la surface (F") limitrophe de l'égout routier et se situant à un niveau inférieur à la voie de circulation ou encore la plaque de roulement anti-chocs (1) n'est munie d'un prolongement triangulaire (7) que sur le côté du trapèze détourné par rapport à la chaussée de circulation (F), qui est raccordée avec la plaque de roulement anti-chocs, de préférence de façon amovible et pouvant s'appuyer d'une part sur le côté frontal de la bouche d'égout routier (K) en alignement avec la grande base de trapèze (1") ainsi que d'autre part, sur la transition entre l'égout ou puisard routier (K) et la surface limitrophe (F"), la plaque de roulement anti-chocs (1) n'étant munie d'une ouverture de passage d'eau (7) recouverte d'une grille (5) qu'au niveau de la petite base de trapèze (1') et sont coulés dans la plaque de roulement anti-chocs (1) ainsi que de préférence par des systèmes de logement connus per se.
  2. Dispositif de sécurité selon la revendication 1, inscrivant un angle d'environ 20° avec la semelle d'égout ou puisard routier (S) comme cela est connu per se.
EP96926259A 1995-08-25 1996-08-13 Dispositif de protection de la buse du puisard d'une route Expired - Lifetime EP0846204B1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
AT0143495A AT402413B (de) 1995-08-25 1995-08-25 Vorrichtung zur sicherung eines strassenkanaldurchlasses
AT143495 1995-08-25
AT1434/95 1995-08-25
PCT/AT1996/000145 WO1997008391A1 (fr) 1995-08-25 1996-08-13 Dispositif de protection de la buse du puisard d'une route

Publications (2)

Publication Number Publication Date
EP0846204A1 EP0846204A1 (fr) 1998-06-10
EP0846204B1 true EP0846204B1 (fr) 2000-04-26

Family

ID=3513821

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96926259A Expired - Lifetime EP0846204B1 (fr) 1995-08-25 1996-08-13 Dispositif de protection de la buse du puisard d'une route

Country Status (4)

Country Link
EP (1) EP0846204B1 (fr)
AT (2) AT402413B (fr)
DE (1) DE59605062D1 (fr)
WO (1) WO1997008391A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NZ583493A (en) * 2010-02-22 2011-01-28 Dennis Davis Structurally weakened culvert end that allows partial collapse of the end on impact loading
ES2656860T3 (es) * 2012-09-03 2018-02-28 Fundación Cidaut Cuneta de drenaje en vías con un sistema de protección para superar obstáculos en las cunetas de las vías
CN113200077B (zh) * 2021-03-26 2022-08-23 邯黄铁路有限责任公司 基于5g的铁路设备设施状态监测和管理方法及系统
CN115030069B (zh) * 2022-06-20 2022-11-08 中国水利水电第三工程局有限公司 一种穿过既有铁轨下部基体的导流箱涵施工方法

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3587239A (en) * 1969-03-06 1971-06-28 Ovalt A Feland Culvert bevelled end construction with heavy grating
DE2548984C3 (de) * 1975-11-03 1978-04-27 Walter Dipl.-Ing. 4400 Muenster Bleek Vorrichtung zur Absicherung von Rohreinmündungen von Durchlässen o.dgl. in Böschungen
FR2581101B1 (fr) * 1985-04-30 1987-12-11 Communeau Roger Partie extreme prefabriquee dite tete de pont limitant une traversee d'un fosse
FR2620468B1 (fr) * 1987-09-11 1990-10-26 Communeau Roger Tete de pont pour le passage transversal d'un fosse

Also Published As

Publication number Publication date
DE59605062D1 (de) 2000-05-31
ATA143495A (de) 1996-09-15
WO1997008391A1 (fr) 1997-03-06
AT402413B (de) 1997-05-26
EP0846204A1 (fr) 1998-06-10
ATE192200T1 (de) 2000-05-15

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