EP2286033A1 - Vehicle restraint system - Google Patents
Vehicle restraint systemInfo
- Publication number
- EP2286033A1 EP2286033A1 EP09774618A EP09774618A EP2286033A1 EP 2286033 A1 EP2286033 A1 EP 2286033A1 EP 09774618 A EP09774618 A EP 09774618A EP 09774618 A EP09774618 A EP 09774618A EP 2286033 A1 EP2286033 A1 EP 2286033A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- base body
- restraint system
- vehicle restraint
- feet
- thickness
- 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
- 229920001971 elastomer Polymers 0.000 claims abstract description 17
- 239000000806 elastomer Substances 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 230000004888 barrier function Effects 0.000 abstract description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 abstract description 7
- 229910052751 metal Inorganic materials 0.000 abstract description 6
- 239000002184 metal Substances 0.000 abstract description 2
- 239000000872 buffer Substances 0.000 abstract 1
- 238000006073 displacement reaction Methods 0.000 description 7
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000001133 acceleration Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 238000004073 vulcanization Methods 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000000758 substrate 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
- 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
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous 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
- E01F15/085—Continuous 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 metal
Definitions
- the invention relates to a vehicle restraint system for limiting the route according to the features in the preamble of claim 1.
- a vehicle restraint system for limiting the route counts by DE 38 27 030 C2 to the prior art.
- the vehicle restraint system is formed by a string of adjacent barriers.
- Each barrier has a floor-mounted housing-like base body.
- a guide rail is arranged above the base body.
- the guide rail and the base body are connected by means of posts profiled in a sigmoidal profile in horizontal cross section.
- DE 199 35 566 A1 discloses a vehicle restraint system with a base body which can be set up on the floor. On the base body from the Anfahrblechen outwardly directed contact plate are provided. Below the support plates extending angle iron are arranged in the longitudinal direction of the base body. At the angle iron are several in the longitudinal direction attached spaced apart profile body made of plastic over rubber.
- EP 1 650 353 A2 discloses a concrete wall element for a vehicle restraint system on roads. At opposite longitudinal sides supporting elements are at least partially provided along the length thereof in the support region of the wall element, which are non-positively connected to the wall element.
- elastic bearing elements are used, preferably made of an elastomer.
- the bearing elements cause on the one hand an elastic mounting of the wall element, whereby a depression of the same in the ground or surface is prevented, for example in an asphalt surface, when it warms up in summer and softens.
- the friction is increased by the bearing elements, which opposes a displacement of the wall element in a lateral impact of the motor vehicle increased resistance. Both manufacturing technology and handling this embodiment is expensive.
- U1 describes a traffic guide block made of concrete or reinforced concrete with an upstanding guide body and two-sided riot points.
- the uprising flanks are designed as wedge-shaped flanks with tapering ramp surfaces, which are non-positively and positively connected to the guide body.
- the uprising edges may be made of rubber, for example.
- DE 195 39 274 C2 includes a vehicle restraint system to the prior art with a housing-like base body, which is supported on bottom-side runners, wherein on the undersides of the runners friction-increasing means are provided.
- the friction-increasing means are connectable to the runners connectable, preferably one-piece shoes made of an elastomer, in particular rubber or polyurethane, which engage around the runners from below positively.
- the locking pin is prone to shearing in the event of a transverse displacement as a result of an impact.
- the replacement and renewal of a shoe below the runner is relatively expensive.
- the invention is, starting from the prior art, the object of the invention to provide a vehicle restraint system with a high resistance to transverse displacement of the baffles, which is improved application technology.
- the base body of a threshold of the vehicle restraint system stands with feet on the ground.
- the base has a metallic main body and a base-side elastomer body connected to the main body.
- the base is releasably fixed by means of a connecting element on the base body, wherein the connecting element cooperates with an abutment on the base body of the base. Due to the base and the bottom-side elastomeric body level compensation can be realized especially in uneven ground conditions.
- the elastomeric body has a high frictional resistance, so that the friction between the road surface and the vehicle restraint system is increased.
- the embodiment of the invention also leads to water can flow under the vehicle restraint system. Separate structural water outlets are not required.
- the releasable fixing of the feet on the base body is done via a connecting element and an abutment on the body.
- a connecting element is accessible from the outside, so that the assembly or disassembly of the feet are easy to carry out.
- the main body and the elastomeric body of the feet are intimately and firmly connected, in particular vulcanization technology.
- the intimately associated with the elastomer in the vulcanization metal surfaces of the body ensure proper power transmission.
- the connecting element is a threaded bolt and the abutment is a threaded bore in the main body.
- the threaded bolt can be screwed from the outside into the threaded bore of the arranged under the base body stand.
- the connecting element is a threaded nut, wherein the abutment is a threaded bolt (stud) on the body.
- the ratio of the thickness of the body to the thickness of the elastomer body is between 1: 1 and 1: 10 dimensioned.
- the ratio of the thickness of the main body to the thickness of the elastomer body is between 1: 2.5 and 1: 5.
- the feet can be produced in large series.
- the base body made of steel and the elastomeric body made of rubber.
- so-called rubber-metal elements are used as feet.
- the one Hardness of at least 50 Shore possesses.
- Shore hardness refers to the resistance to the penetration of a given-shape body under a defined force.
- the Shore hardness scale covers a range of 0 to 100.
- the abutment is located in the middle of the body.
- This simple but pragmatic design ensures compact feet with all-round same lifting conditions and stable power transmission, which keeps well in particular the force acting on transverse displacement of the vehicle restraint system as a result of an impact well.
- the base body and the elastomeric body have matching horizontal cross-sections.
- the feet are arranged below below the base body transversely extending runners.
- a pedestal is provided at each end portion of the runner.
- the vehicle restraint system is thereby higher, but stable due to the adjusting itself due to the feet level compensation.
- the coupling of the base body or barriers is easier and more stable even with uneven ground conditions.
- the feet and thereby higher positioning of the base body also ensure good water drainage under the vehicle restraint system. Additional or separate water outlets are not required.
- Particularly advantageous embodiment of the invention makes in vehicle restraint systems noticeable, in which additionally weighting body, for example made of concrete, are arranged in the base body. It has been found that such a vehicle restraint system achieves a high resistance to transverse displacement and nevertheless shows a defined compliance behavior in the event of an impact.
- the skids of the base body oblong holes transverse to the Leitschwellenraum. These slots are used to hold the Fixing bolts of the feet and realize a first energy dissipation by transverse displacement of the base body on the slots in the event of a collision with a motor vehicle.
- the base body slips over the long holes until they stop.
- the feet will remain on the ground during this process.
- Figure 1 is an end view of the base body of a threshold of a
- Figure 2 shows the base body in a longitudinal section along the line A - A of
- FIG. 1 A first figure.
- FIG. 4 is a perspective view of the end section of the FIG.
- FIG. 5 shows a vertical section through the base body in the region of a bottom-side runner
- Figure 6 in a side view of a runner and a stand together with
- FIG. 7 shows the illustration according to FIG. 6 in the assembled state of FIG
- Figure 8 is a perspective view obliquely from below on a runner with mounted feet;
- Figure 9 in vertical cross section a first embodiment of a
- Figure 10 in vertical cross-section, a second embodiment of a stand and
- FIG. 11 shows a runner in a perspective view with oblong holes.
- Each guide threshold 1 has a housing-like base body 3 which can be erected on the floor 2 with roof-shaped inclined side starting plates 4, 5, a cover plate 6 connecting the upper longitudinal edges of the starting plates 4, 5 and to the lower longitudinal edges of the starting plates 4, 5 extending from the base body 3 outwardly extending support plates 7, 8.
- the edge portions 9 of the support plates 7, 8 are bent slightly downwards.
- the base body 3 is closed in each case by a face plate 10, 11, wherein coupling elements 12, 13 for connecting the base bodies 3 in the longitudinal direction are provided with one another on the front plates 10, 11.
- the coupling elements are formed on the one hand by insertion pockets 12 and on the other hand by Einstecklaschen 13, which engage with each other.
- the base body 3 can be mounted directly on the base body 3 or spaced therefrom a not shown here threshold. This is done by tie rods in the form of threaded rods.
- the tie rods are inserted through the guide rail and through the cover plate 6 into the base body 3 and clamped there in an arranged in the base body 3 abutment 14 consisting of an abutment plate 15 and a threaded nut 16.
- weighting 17 are positioned in the base body.
- the weighting bodies 17 consist in particular of concrete and are arranged on bottom-side longitudinal rails 18.
- runners 19 oriented transversely to the longitudinal extent thereof are arranged below the base body 3.
- Each runner 19 has a horizontal bottom plate 20 and vertically upward side walls 21.
- the runners 19 extend transversely below the base body 3 across its width.
- a pedestal 24 is mounted in each case at one end portion 22, 23 of the runner 19 ( Figure 8).
- a base 24 rubber-metal elements are used (see also Figure 9), which have a metallic, circular, plate-like base body 25 made of steel and a fixed to the main body 25 bottom elastomeric body 26 made of rubber.
- the feet 24 are fastened releasably under the runners 19 by means of connecting elements 27.
- the connecting element 27 consists of a threaded bolt 28 which cooperates with an abutment 29 in the form of a threaded bore 30 on the base body 25.
- the threaded bolt 28 is screwed from above with the inclusion of a washer 31 through the bottom plate 20 in the threaded bore 30 on the base body 25 of the base 24.
- FIG. 1 Another embodiment of a pedestal 32 is shown in FIG.
- the abutment 29 is formed on the base body 25 by a protruding from the main body 25 upwardly threaded bolt 33.
- a connecting element 27 here indicated a threaded nut 34 is used, which is screwed from above onto the threaded bolt 33 and the base 32 clamped to the base body 3 and the runner 19.
- the elastomeric body 26 has a hardness of at least 50 Shore, preferably 55 Shore to 70 Shore.
- the main body 25 has a thickness D G and the elastomer body 26 has a thickness DE.
- the ratio of the thickness DG of the main body 25 to the thickness D E of the elastomeric body 26 is between 1: 1 and 1:10, in particular between 1: 2.5 and 1: 5.
- the feet 24, 32 are circular in horizontal cross-section and that the abutment 29 is arranged in the middle of the main body 25, wherein the main body 25 and the elastomer body 26 have matching horizontal cross-sections.
- the longitudinal rails 18 project below the weighting bodies 17 each with their ends 35 opposite the weighting body 17. With the ends 35, the longitudinal rails 18 engage under the bottom plate 20 of the runner 19 and are there bolted to the skids 19.
- Figure 11 shows a perspective view of a runner 19 with slots 36 which extend both in a central region in the direction of the barrier 1 and at lateral regions transverse to the barrier 1.
- the feet 24 are screwed into the oblong holes 36 in the lateral areas with the threaded bolt 28.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Paving Structures (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102009021810A DE102009021810A1 (en) | 2009-05-18 | 2009-05-18 | Vehicle restraint system |
PCT/DE2009/001468 WO2010133191A1 (en) | 2009-05-18 | 2009-10-21 | Vehicle restraint system |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2286033A1 true EP2286033A1 (en) | 2011-02-23 |
EP2286033B1 EP2286033B1 (en) | 2015-10-07 |
Family
ID=41818388
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09774618.4A Active EP2286033B1 (en) | 2009-05-18 | 2009-10-21 | Vehicle restraint system |
Country Status (6)
Country | Link |
---|---|
US (1) | US20120037865A1 (en) |
EP (1) | EP2286033B1 (en) |
DE (1) | DE102009021810A1 (en) |
ES (1) | ES2553756T3 (en) |
WO (1) | WO2010133191A1 (en) |
ZA (1) | ZA201102186B (en) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102016118398B4 (en) * | 2016-09-28 | 2020-02-06 | Bochumer Eisenhütte Heintzmann GmbH & Co. Bau- und Beteiligungs KG | Vehicle restraint system |
NL2018014B1 (en) * | 2016-12-16 | 2018-06-26 | Laura Metaal Holding B V | Barrier element and support structure for use in a barrier element |
NL2018015B1 (en) * | 2016-12-16 | 2018-06-26 | Laura Metaal Holding B V | Mounting assembly for a traffic barrier and traffic barrier comprising a mounting assembly |
AU2018200202A1 (en) * | 2018-01-10 | 2019-07-25 | Saferoads Pty Ltd | A barrier |
DE102019106433A1 (en) * | 2019-03-13 | 2020-09-17 | Horst Luther | Stand element for a restraint element and a restraint system for traffic safety on traffic routes |
Family Cites Families (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3816528A1 (en) | 1987-09-10 | 1989-03-23 | Spig Schutzplanken Prod Gmbh | Lateral roadway delimitation |
DE4032731C2 (en) | 1990-10-15 | 1994-11-10 | Sps Schutzplanken Gmbh | Support for double-acting finished parts of a sliding or guardrail device for traffic routes |
DE9301089U1 (en) | 1993-01-27 | 1993-03-25 | Stewing Beton- und Fertigteilwerk GmbH & Co. KG, 6096 Raunheim | Traffic control stone |
DE9318531U1 (en) * | 1993-12-03 | 1994-02-03 | Junker, Wilhelm, 71522 Backnang | Insert body for the contact surface of foot sleepers in guidance systems for road traffic |
US5566926A (en) * | 1994-08-19 | 1996-10-22 | Voight Products Incorporated | Resilient safety barrier |
DE19539274C2 (en) | 1995-10-21 | 2001-10-18 | Spig Schutzplanken Prod Gmbh | Deflection threshold |
AT405851B (en) * | 1997-01-17 | 1999-12-27 | Maba Fertigteilind Gmbh | Barrier for traffic routes |
DE29908299U1 (en) | 1999-05-08 | 1999-07-15 | Spig Schutzplanken-Produktions-Gesellschaft mbH & Co KG, 66839 Schmelz | Deflection threshold |
DE19935566A1 (en) | 1999-07-30 | 2001-02-08 | Kraemer & Grebe Kg | Process for the preparation of a suspension containing a salt solution and meat |
AT413831B (en) | 2000-01-27 | 2006-06-15 | Maba Fertigteilind Gmbh | CONCRETE WALL ELEMENT FOR A RESTRAINT SYSTEM ON ROADS |
US6413009B1 (en) * | 2000-11-06 | 2002-07-02 | Barrier Systems, Inc. | Vehicular traffic barrier system |
US6474904B1 (en) * | 2001-09-24 | 2002-11-05 | Barrier Systems, Inc. | Traffic barrier with liquid filled modules |
US7523715B2 (en) * | 2003-12-16 | 2009-04-28 | Plastic Safety Systems, Inc. | Portable sign and barricade assemblies and plastic molded uprights and light and flag mounts therefor |
ES2220238B2 (en) * | 2004-08-04 | 2006-02-16 | Hierros Y Aplanaciones, S.A. (Hiasa) | SYSTEM OF CONTAINMENT OF SIDE IMPACTS OF VEHICLES, WITH HIGH CAPACITY OF CONTAINMENT AND ENERGY ABSORPTION. |
PL1693519T3 (en) * | 2005-01-20 | 2011-12-30 | Spig Schutzplanken Produktions Gmbh & Co Kg | Chain of divider modules for traffic lane limitation |
CA2623717A1 (en) * | 2005-09-26 | 2007-04-05 | Volkmann & Rossbach Gmbh & Co. Kg | Vehicle restraining system for limiting roadways |
GB0623200D0 (en) * | 2006-11-21 | 2006-12-27 | Hill & Smith Holdings Plc | Crash barrier beam |
DE102007023788B3 (en) * | 2007-05-21 | 2008-09-11 | Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg | Steel threshold for motor vehicles |
DE202008003111U1 (en) * | 2008-03-05 | 2008-05-29 | Volkmann & Rossbach Gmbh & Co. Kg | Vehicle restraint system with increased support surface for limiting roadways |
-
2009
- 2009-05-18 DE DE102009021810A patent/DE102009021810A1/en not_active Ceased
- 2009-10-21 US US13/264,304 patent/US20120037865A1/en not_active Abandoned
- 2009-10-21 ES ES09774618.4T patent/ES2553756T3/en active Active
- 2009-10-21 WO PCT/DE2009/001468 patent/WO2010133191A1/en active Application Filing
- 2009-10-21 EP EP09774618.4A patent/EP2286033B1/en active Active
-
2011
- 2011-03-24 ZA ZA2011/02186A patent/ZA201102186B/en unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2010133191A1 * |
Also Published As
Publication number | Publication date |
---|---|
ZA201102186B (en) | 2012-04-25 |
WO2010133191A1 (en) | 2010-11-25 |
DE102009021810A1 (en) | 2010-11-25 |
US20120037865A1 (en) | 2012-02-16 |
ES2553756T3 (en) | 2015-12-11 |
EP2286033B1 (en) | 2015-10-07 |
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