EP0846204A1 - Dispositif de protection de la buse du puisard d'une route - Google Patents
Dispositif de protection de la buse du puisard d'une routeInfo
- Publication number
- EP0846204A1 EP0846204A1 EP96926259A EP96926259A EP0846204A1 EP 0846204 A1 EP0846204 A1 EP 0846204A1 EP 96926259 A EP96926259 A EP 96926259A EP 96926259 A EP96926259 A EP 96926259A EP 0846204 A1 EP0846204 A1 EP 0846204A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- channel
- road
- plate
- trapezoidal
- street
- 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
Links
- 239000000463 material Substances 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 5
- 230000007704 transition Effects 0.000 claims description 4
- 238000010276 construction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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 road channel passage against the frontal impact of a vehicle that has strayed from the higher road surface.
- the invention now aims to provide a safety device which prevents a vehicle from colliding with the front side of the street channel passage.
- the safety device according to the invention is distinguished by the fact that it has a trapezoidal drive-up plate made of a material that absorbs the vehicle load, such as reinforced concrete, plastic, etc., which can be placed on the carriageway slope with a trapezoidal side, with its larger trapezoidal base on the front side of the street channel passage at the height of the carriageway and with its smaller trapezoidal base on the street channel bottom as well as with its other trapezoidal side on the street channel slope opposite the carriageway and / or an area adjacent to the street channel and lower than the carriageway level, the Ramp plate in the area of the smaller trapezoidal base is provided with a water passage opening covered by a grid.
- an inclined ramp surface covering the road channel in front of the end region of the road channel passage becomes a road surface that has strayed from the road Vehicle created on which the vehicle hits the wheels and on which it is braked.
- the impact energy is absorbed to the ground and the road channel bottom by the support of the ramp plate on '.
- the drive-on surface is also connected to the surface adjacent to the road channel via an edge, the stray vehicle may be deflected onto the surface adjacent to the road channel via the drive-on plate.
- the water passage opening in the base plate of the street channel in the drive-up plate ensures that the effect of the street channel is fully maintained even in heavy rainfall.
- the ramp is provided on the trapezoid side facing away from the road with a triangular extension, which can be supported on the one hand on the front side of the street channel passage in alignment with the larger trapezoidal base and on the other hand at the transition between the street channel and the adjacent surface.
- This extension which is preferably releasably connectable to the drive-on plate, merges into the actual drive-on plate at an obtuse angle and ensures a continuous drive-on surface in the area between the transverse lane or the like. and the area adjacent to the street canal.
- the ramp plate forms an angle of approximately 20 ° with the street channel sole.
- receiving members or the like are in the ramp plate and preferably also in its extension. cast in, which is an easy laying of the finished part, e.g. Allow precast concrete, manufactured road component.
- FIG. 1 shows a top view of a safety device according to the invention
- FIG. 2 shows a section through the safety device along the line II-II in FIG. 1
- 3 shows a vertical section through the installed safety device, the reinforcement of the drive-on plate not being shown for the sake of simplicity, and
- FIG. 4 shows a plan view of a further exemplary embodiment of the invention.
- the safety device has a drive-on plate 1, which is produced, for example, as a prefabricated reinforced concrete part and, in plan view, is designed as a trapezoid with equal legs.
- the ramp plate 1 is placed according to FIG. 3 with its one trapezoidal side on the carriageway embankment B and with its smaller trapezoidal base 1 'on the sole S of a road channel K laterally adjacent to the carriageway F via the embankment B and for this purpose is on the underside of the plate in Provide a chamfer in the area of the smaller trape ⁇ base 1 '.
- the drive-on plate 1 also supports itself in the area of its larger trapezoidal base 1 ′′ also via a bevel provided on the underside of the plate on the front side D ′ of the street channel passage D and with its other trapezoidal side on the other bend B ′ of the street channel K or at the transition of one area F "ao adjacent to the road channel K, which is, for example, a field and lies lower than the roadway F.
- the oblique angles of the bevels of the larger and the smaller trapezoidal base 1 "or I 1 are expediently made such that the ramp plate 1 in the installed state forms an angle of approximately 20 ° with the channel base S, as can be seen from FIG. 3.
- a passage opening 4 is formed in the mounting plate 1, ⁇ urcn which rainwater can mn ⁇ urchtr ⁇ ten and which is covered with a grid 5.
- the ramp 1 is also provided in the example shown with four anchoring elements 6 anchored in its steel reinforcement ST, such as hooks or eyelets, via which the ramp plate can be received for transport and laying.
- anchoring elements 6 anchored in its steel reinforcement ST, such as hooks or eyelets, via which the ramp plate can be received for transport and laying.
- the drive-on plate 1 shown forms a drive-on surface for one from the roadway F (direction of travel P) over the boscung B vehicle that arrives on the drive-on plate, which is " braked on the plate or brought to a standstill, the drive-on plate transmitting the impact energy to the ground.
- a ramp plate extension 7 is provided according to FIG. 4, which is a triangle in plan view is formed and with its triangular base on the other, smaller road channel embankment B 'or at the transition to the surface F "and with its two other triangular sides on the ramp 1 and on the end face D' of the road channel passage D in alignment with the larger trapezoidal side 1" supports the drive-on plate 1.
- the drive-on plate extension 6 is preferably releasably connected to the actual drive-on plate 1 and forms an obtuse angle with it, owing to the level difference of the surface F ′′ with respect to the main drive way F.
- the extension 6 is also conveniently manufactured as a finished part and e.g. screwed to the ramp plate 1 by means of threaded bushings and screw-in pins provided in the ramp plate 1 and in the extension 6. This connection is only indicated schematically at 8 in FIG. 4. It goes without saying that the extension 6 is also provided with bevels, at least in the area of its support on the front side of the road channel, which ensures that the extension is properly supported.
- the safety component according to the invention can be made not only from reinforced concrete, but also from other load-bearing materials, e.g. be produced as a plastic plate, provided that the necessary load-bearing capacity for receiving the vehicle weight remains guaranteed.
- the described exemplary embodiments can be modified in various ways within the scope of the general inventive concept in order to be adapted to the particular needs of the streets or the street channel construction. This applies in particular to the bevel angles on the underside of the plate and to the dimensions of the trapezoid and the triangular extension.
- the length of the larger trapezoidal base is approximately 2.5 m and the trapezoidal height can also be about 2.5 m, while, for example, the 'smaller trapezoidal base can have a length of 60 cm.
- the thickness of the ramp plate can be selected with about 15 cm for precast reinforced concrete.
Landscapes
- 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)
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT143495 | 1995-08-25 | ||
| AT1434/95 | 1995-08-25 | ||
| AT0143495A AT402413B (de) | 1995-08-25 | 1995-08-25 | Vorrichtung zur sicherung eines strassenkanaldurchlasses |
| 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 true EP0846204A1 (fr) | 1998-06-10 |
| EP0846204B1 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)
| 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)
| 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 |
-
1995
- 1995-08-25 AT AT0143495A patent/AT402413B/de not_active IP Right Cessation
-
1996
- 1996-08-13 EP EP96926259A patent/EP0846204B1/fr not_active Expired - Lifetime
- 1996-08-13 AT AT96926259T patent/ATE192200T1/de not_active IP Right Cessation
- 1996-08-13 WO PCT/AT1996/000145 patent/WO1997008391A1/fr not_active Ceased
- 1996-08-13 DE DE59605062T patent/DE59605062D1/de not_active Expired - Lifetime
Non-Patent Citations (1)
| Title |
|---|
| See references of WO9708391A1 * |
Also Published As
| Publication number | Publication date |
|---|---|
| ATA143495A (de) | 1996-09-15 |
| EP0846204B1 (fr) | 2000-04-26 |
| DE59605062D1 (de) | 2000-05-31 |
| WO1997008391A1 (fr) | 1997-03-06 |
| AT402413B (de) | 1997-05-26 |
| ATE192200T1 (de) | 2000-05-15 |
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