EP1529884A1 - Verstärkter Pfosten und zugehörige Leitplanke - Google Patents
Verstärkter Pfosten und zugehörige Leitplanke Download PDFInfo
- Publication number
- EP1529884A1 EP1529884A1 EP04292601A EP04292601A EP1529884A1 EP 1529884 A1 EP1529884 A1 EP 1529884A1 EP 04292601 A EP04292601 A EP 04292601A EP 04292601 A EP04292601 A EP 04292601A EP 1529884 A1 EP1529884 A1 EP 1529884A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profiles
- slide according
- flanks
- opening
- fastening element
- 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
- 238000000034 method Methods 0.000 claims abstract description 4
- 230000004888 barrier function Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 abstract 3
- 239000010959 steel Substances 0.000 abstract 3
- 210000000056 organ Anatomy 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002184 metal Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
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
- E01F15/0407—Metal rails
- E01F15/0438—Spacers between rails and posts, e.g. energy-absorbing means
-
- 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
- E01F15/0461—Supports, e.g. posts
Definitions
- the present invention relates to road safety along the roads. Of such slides are used to retain the vehicles accidentally leaving the road.
- a known slide has a horizontal stringer formed of identical wooden logs assembled end to end to simplify manufacturing and assembly and in order not to risk hooking up a vehicle that would slide along such a smooth.
- the smooth is fixed to posts embedded in the ground.
- Each log has a groove in which is inserted a main splint.
- the splints two successive logs are connected by a junction splice.
- Bolts maintain normally the main splint compressed between the splice splice and the log.
- Pieces of junction splice fit into bores of the main splint and allow transmission of efforts along the axis of the log.
- the post consists of a C section section embedded in the ground and a log secured to the profile.
- the main splint is fixed by bolts on the post log.
- the profile of the pole is in practice inserted into the soil by a threshing operation.
- This step includes inserting one end of the profile in a print of a threshing helmet. of the modifications of the profile in order to increase the resistance involve especially expensive manufacturing new tools, including new helmets threshing.
- the slideway comprises at least a fastener securing the ends lower sections.
- the fastener is a section having a ⁇ -shaped section pinching the edges of the openings of the C-shaped profiles.
- the profiles present an identical section.
- the fastening element have first and second vertical flanks and parallel, each of these flanks being in contact with a face opposite the opening of a respective section, at least one bolt solidarisant these flanks to profiles, the fastening element further comprising minus a third vertical and perpendicular flank to the first and second flanks and offbeat transversely to the post.
- the first smooth comprises butt logs each presenting a groove in which is inserted a splint having a C-shaped section; the element of attachment further comprises a flange secured to the third flank and lodged in the splint so as to secure the splice transversely.
- the element of attachment comprises a fourth flank on which the flange is fixed and that is coplanar with the third flank.
- the slide further comprises a fifth flank plan intended to transmit the forces exerted on the rail at the pole, in contact with the profiles and parallel to the third flank.
- the slide comprises in in addition to sixth and seventh reinforcing flanks spaced apart from each other, horizontal and perpendicular to third and fifth flanks.
- the slide comprises in besides a second horizontal smooth solidarity of the fastening element and superimposed on the first smooth horizontal, the first and second smooth horizontal including logs of wooden ends end, the axial ends of the logs of the first smooth being offset from the axial ends of the logs from the second smooth.
- the slide includes in addition at least one connecting member inserted in the splints of two successive logs and equipped with pawns inserted into bores in said splints; a shim inserted in one of said splints and having a threaded bore; a screw screwed into the threaded bore and compressing the junction member and the wedge against the inner surface of the splint.
- the profiles are arranged so that the plan including their points of contact is perpendicular to the orientation of the road.
- the invention also relates to a group of parts, including two slider pole profiles safety, with the same C-shaped section forming an opening, the openings of the profiles being arranged against each other; an organ of fastening securing one end of the profiles arranged opening against opening.
- the group of parts comprises in in addition to a fastening element of a horizontal rail, solidarisant the other end of the profiles.
- the invention proposes forming a pole of innovative road safety barrier with opening against opening two section sections in form. This provision allows to increase the rigidity of the pole while using profiles widespread and existing threshing helmets.
- section in the form of C a section defined by a semi-closed curve and having an opening between two corresponding wings at both ends of the curve, the opening being dimension smaller than the width of the profile measured at the back of both wings.
- sections whose sections have radii of curvature upper or whose sides are not rectilinear There is also a standardization C-section section profiles.
- Figure 1 shows a guardrail road 1 according to the invention.
- Slide 1 includes in a manner known per se horizontal rails 21 and 22 superimposed.
- the rails 21 and 22 present in the occurrence of the respective logs 211, 212 and 221, 222.
- the rails 21, 22 are secured to poles 31, 32, 33 through an element of 4.
- the element of fixation 4 is thus secured to the end upper section of two profiles 331 and 332 of the pole 33.
- These profiles have the same section C forming an opening, and openings 3311 and 3321 sections are arranged one against the other.
- These profiles 331 and 332 are embedded in the ground by their lower end.
- These profiles have adequate dimensions for a slide post of road safety.
- Their upper end presents for example a bore to allow their fastening to the fastening element 4 by a bolt.
- Such a post has a rigidity increased.
- this increased rigidity is particularly suitable for increasing stiffness obtained by the superposition of several smooth.
- the slide thus presents a deformation pocket scaled down. Such a slide can therefore be approved for an H2 safety level.
- the profiles 331 and 332 can be beaten by a helmet classic threshing 5, which proves in practice adapted to simultaneously receive an end of each section, so that the plan according to which they are in contact either perpendicular to the orientation of In particular, we can choose for this purpose profiles of types C100.
- the profiles 331 and 332 are secured by a fixing member at their lower end.
- the profiles are correctly held together: their upper end is maintained by the threshing helmet 5 and their end lower part is held by the fixing member 6.
- FIG. 5 illustrates a fastener 6 forming a clamp.
- This clamp has an opening 61 formed between two flanks 62 and 63.
- the opening allows the insertion of the edges of the openings profiles 331 and 332. These edges are pinched by the flanks 62 and 63 at a narrowing 64 of the opening 61.
- the fixing member 6 is a profile substantially having a ⁇ -shaped section. The section 65 widening towards the open end facilitates the insertion of the edges of the openings of profiles 331 and 332.
- the fastening element 4 has, where appropriate, the following functions: it serves to ensure the transmission of effort between the rails and the post, to ensure connection between superimposed rails, and to be discarded transversely the smooth poles. It is illustrated in more detail in Figures 6 to 9.
- the first and second flanks 41 and 42 are vertical and parallel. They are adapted to place in contact with a respective section of the pole, on a face opposite to the opening of this profile.
- the flanks 41 and 42 have bores 411 and 421 for allow the passage of a fixing bolt to the pole.
- Element 4 presents third and fourth coplanar and vertical flanks, perpendicular to flanks 41 and 42. These flanks 43 and 44 are intended for fixing the rails.
- the flanks 43 and 44 present by example of bores for fastening by screwing flanges 48 described later.
- the flanks 43 and 44 are offset transversely with respect to the post 33, so that the rails 21 and 22 are attached to distance from the pole.
- the posts can be recessed in the ground at a distance from the road, bounded by the smooth.
- Element 4 further has a fifth flank 45 coming into contact with the post and allowing transmit efforts of the smooth on the pole.
- This flank 45 is vertical, parallel to flanks 43 and 44 and offset.
- Flank 45 can also be used for position of the element 4 against the pole 33 when the assembly of the slide 1.
- flanks 46 and 47 to reinforce element 4.
- the flanks 46 and 47 are horizontal and spaced one of the other.
- Flanks 45 to 47 may be formed of a section section with a U-shaped section. the example illustrated in FIGS. 6 and 7, the flanks 41, 42, 45, 46 and 47 form a box increasing the rigidity of the element 4.
- the fastening element 4 has a known manner in flanges 48 intended to cooperate with 2111 and 2121 fishplates inserted in grooves 211 and 212. These ribs have a section shaped C shaped to accommodate a flange 48 of way to allow a transverse connection of the splice and the bridle.
- the flanges 48 are elongated and have a bore at each end allowing its fixing on the flanks 43 and 44. Before tightening a flange 48 by bolts on the flanks 43 and 44, the flange has a sliding connection with the splice in order to adjust their positioning relative.
- the flanges 48 are deformable so that a shock against the slide beyond a given value disconnects them from poles or rails.
- Figures 11 and 12 illustrate the fixation between a splint and a log, as well as the fixation between two successive logs of a smooth.
- An organ of junction 23 for example a splice splice, is inserted in the plates 2111 and 2121.
- This organ of junction has protruding pins 231 inserted into bores of the fishplates 2111 and 2121 (eg 3 by splint).
- the connecting member 23 transmits the efforts between the splints according to their axis.
- the connecting member 23 presents bores 232, placing itself opposite a boring of a splice and a bore of a log.
- a bolt not shown passes through these bores and must maintain the splint 2111 compressed between the member 23 and the log 211.
- Figure 10 shows in perspective a shim 24 provided with a threaded bore 241, used to compress the connecting member 23 against a respective splint.
- Wedge 24 can be made in the form of a plate with a bore reported and threaded.
- the wedge 24 is inserted for this purpose in a splice and a screw 25 is screwed into its thread. The screw 25 is screwed until compressed the connecting member 23 and the wedge 24 against opposite inner surfaces of the fishplate 2111.
- the method of assembling such a slide of road safety can include the stages following:
- the invention proposes superimpose rails 21 and 22 including logs of wood placed end to end.
- the axial ends of the logs of the beam 21 are offset from axial ends of the logs of the other smooth 22.
- the offset of the ends reduces the variation of resistance over the length of the slide: indeed, at the junction between two logs of a smooth, the log of the other smooth forms a reinforcement.
- a such double smooth makes it easier to respect the H2 safety level for buses.
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)
- Bridges Or Land Bridges (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Golf Clubs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR0312947 | 2003-11-04 | ||
| FR0312947A FR2861761B1 (fr) | 2003-11-04 | 2003-11-04 | Poteau renforce et glissiere de securite associee |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1529884A1 true EP1529884A1 (de) | 2005-05-11 |
| EP1529884B1 EP1529884B1 (de) | 2006-06-28 |
Family
ID=34429896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP04292601A Expired - Lifetime EP1529884B1 (de) | 2003-11-04 | 2004-11-03 | Verstärkter Pfosten und zugehörige Leitplanke |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP1529884B1 (de) |
| AT (1) | ATE331845T1 (de) |
| DE (1) | DE602004001380D1 (de) |
| ES (1) | ES2268594T3 (de) |
| FR (1) | FR2861761B1 (de) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2555622A1 (fr) * | 1983-11-30 | 1985-05-31 | Est Profiles Tubes | Renfort pour un support de glissiere de securite routiere et support renforce correspondant |
| FR2589176A1 (fr) * | 1985-10-28 | 1987-04-30 | Gaillard Rondino Cie Fse Ets | Dispositif de construction et d'assemblage de glissieres ou barrieres de securite en bois |
| WO2000071820A1 (fr) * | 1999-05-21 | 2000-11-30 | Gaillard Rondino | Glissiere de securite bois sur appuis a entraxes variables |
| FR2837849A1 (fr) * | 2002-04-02 | 2003-10-03 | Maussion Jacques De | Glissiere de securite mixte bois-metal a resistance selective |
-
2003
- 2003-11-04 FR FR0312947A patent/FR2861761B1/fr not_active Expired - Fee Related
-
2004
- 2004-11-03 EP EP04292601A patent/EP1529884B1/de not_active Expired - Lifetime
- 2004-11-03 DE DE602004001380T patent/DE602004001380D1/de not_active Expired - Lifetime
- 2004-11-03 ES ES04292601T patent/ES2268594T3/es not_active Expired - Lifetime
- 2004-11-03 AT AT04292601T patent/ATE331845T1/de not_active IP Right Cessation
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2555622A1 (fr) * | 1983-11-30 | 1985-05-31 | Est Profiles Tubes | Renfort pour un support de glissiere de securite routiere et support renforce correspondant |
| FR2589176A1 (fr) * | 1985-10-28 | 1987-04-30 | Gaillard Rondino Cie Fse Ets | Dispositif de construction et d'assemblage de glissieres ou barrieres de securite en bois |
| WO2000071820A1 (fr) * | 1999-05-21 | 2000-11-30 | Gaillard Rondino | Glissiere de securite bois sur appuis a entraxes variables |
| FR2837849A1 (fr) * | 2002-04-02 | 2003-10-03 | Maussion Jacques De | Glissiere de securite mixte bois-metal a resistance selective |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2861761B1 (fr) | 2006-02-24 |
| ATE331845T1 (de) | 2006-07-15 |
| ES2268594T3 (es) | 2007-03-16 |
| EP1529884B1 (de) | 2006-06-28 |
| DE602004001380D1 (de) | 2006-08-10 |
| FR2861761A1 (fr) | 2005-05-06 |
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