WO2015188206A1 - Barrier element of a vehicle restraint system - Google Patents
Barrier element of a vehicle restraint system Download PDFInfo
- Publication number
- WO2015188206A1 WO2015188206A1 PCT/AT2015/000086 AT2015000086W WO2015188206A1 WO 2015188206 A1 WO2015188206 A1 WO 2015188206A1 AT 2015000086 W AT2015000086 W AT 2015000086W WO 2015188206 A1 WO2015188206 A1 WO 2015188206A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- coupling part
- tension element
- baffle
- concrete body
- tension
- Prior art date
Links
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
- E01F15/088—Details of element connection
-
- 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
- E01F15/083—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 concrete
Definitions
- the invention relates to a baffle element of a vehicle restraint system according to the preamble of claim 1.
- baffle elements comprise a concrete body and traction elements with coupling parts to from the prefabricated baffle elements a
- vehicle restraint system In the formation of the vehicle restraint system a plurality of Leitrangeemente are lined up frontally and connected to each other.
- the vehicle restraint system serves to restrain impacting vehicles, wherein the coupled traction elements form a continuous drawstring, which prevent the vehicle from breaking through the vehicle restraint system.
- Welded connection are made because the health of the vehicle occupant largely depends on the reliable functioning of the impact of a vehicle. Particular care should be taken to ensure that failure of this weld is not caused by a notch effect. Often the tension elements and the coupling parts are formed from materials of different quality and / or different surface finish, whereby the formation of a reliable welded connection is very expensive.
- the object of the invention is therefore a baffle element of a
- Fig. 1 shows a part of a first preferred embodiment of a
- Fig. 2 is a part of a second preferred embodiment of a
- Fig. 3 shows a part of a third preferred embodiment of a
- Fig. 4 shows a part of a fourth preferred embodiment of a
- Fig. 5 the fourth preferred embodiment of a baffle element as an idealized representation in side view.
- FIGS. 1 to 5 show at least parts of preferred embodiments of a baffle element 6 of a vehicle restraint system comprising a
- the baffle element 6 is a part of a vehicle restraint system, wherein the baffle element 6 in particular as a finished part, preferably as a precast concrete element, may be formed, which is preferably prefabricated and then can be brought to the place of use.
- the baffle element 6 may be designed in particular for the arrangement next to a road or between two lanes.
- the baffle element 6 has a concrete body 7, which is intended to receive the impact pulse.
- the concrete body 7 may consist of concrete or a concrete mixture.
- the concrete body 7 may in this case have on the bottom of a footprint 71. Furthermore, it can be provided that the concrete body 7 has a New Jersey profile or a step profile.
- the concrete body 7 is not shown in Figs. 1 to 4.
- At least one tension element 1 is arranged, which in particular can run continuously in the concrete body 7, and in the event of an impact should absorb the tensile forces acting on the concrete body 7.
- the at least one tension element 1 can be cast in the concrete body 7.
- Tension element 1 may in particular be made of metal, preferably of steel, in particular of reinforcing steel. Since the tension element 1 through the concrete body 7 before
- the tension element 1 can be designed, in particular, free from a surface finish, for example an unpainted steel.
- the at least one tension element 1 can in this case be a reinforcing bar or a reinforcing rope.
- the at least one tension element 1 is connected to at least one coupling part 21, 22, in particular two coupling parts 21, 22, wherein the coupling part 21, 22 is provided with a coupling part 21, 22 of another
- Baffle element 6 to be coupled to connect the tension elements 1 of the individual Leittreatmente 6 to a continuous drawstring.
- baffle element 6 is idealized in the Fig. 5, wherein the inside the concrete body 7 arranged parts are shown by dashed lines.
- the positive connection here is a compound in which forces and movements are transmitted substantially perpendicular to a plane of contact by the shape of the parts involved in the connection.
- the positive connection in particular with respect to a tensile loading of the connection in the direction of a longitudinal extension of the baffle element 6 take place.
- connection therefore differs from a material connection in which the connection is generated by molecular forces, or a pure non-positive connection.
- the baffle element 6 can be made simple yet reliable, since no complex welded connection is necessary, the risk of a defective weld can be excluded. Furthermore, care must be taken in the choice of materials of the coupling parts 21, 22 and at least one tension element 1 on a good weldability. Due to the positive connection, a reliable connection of the at least one tension element 1 with the at least one coupling part 21, 22 can be achieved, which is simple and reliable, wherein the force introduction between the tension element 1 and the coupling part 21, 22 can be well specified, and especially over a large area can take place. Further, since the tension member 1 is surrounded by the concrete body 7, there is no danger of the positive connection becoming loose with time.
- a vehicle restraint system comprising a plurality of
- Baffle elements 6 may be provided, wherein the baffle elements 6 are coupled together by means of the coupling parts 21, 22.
- coupling parts 21, 22 are shown in FIGS. 1 to 3, which are connected to the coupling part 21, 22 of the adjacent baffle element 6.
- the guide wall element 6 has a coupling part 21, 22 at both ends, wherein a coupling part is particularly preferred 21 is arranged on a first end wall of the concrete body 7, and a second coupling part 22 is arranged on a second end wall of the concrete body 7.
- a coupling part 21 protrude from the first end wall of the concrete body 7, and / or the second coupling part 22 protrude from the second end wall of the concrete body 7.
- the coupling parts 21, 22 may each have in particular a, for contacting the other coupling part 21, 22 provided, exposed contact surface, which contact surface is not surrounded in other words by the concrete body 7.
- the coupling parts 21, 22 may in particular comprise a corrosion-resistant material, in particular a corrosion-resistant steel and / or a
- Corrosion-resistant surface coating preferably in the form of a galvanizing.
- Coupling receptacle 24 has, and that the coupling extension 23 is formed to engage in the coupling receptacle 24 and so form a releasable positive connection.
- the coupling extension 23 may preferably from the
- Concrete body 7 protrude, wherein the coupling receptacle 24 is recessed in the concrete body 7.
- the coupling extension 23 and the coupling receptacle 24 may have a constant cross-section, in particular in the vertical direction. As a result, a plurality of such baffle elements 6 can be formed into a vehicle restraint system.
- first coupling part 21 and the second coupling part 22 have a coupling receptacle 24, and that an additional coupling piece is provided for the coupling that engages in both coupling receptacle 24.
- first coupling part 21 and the second coupling part 22 be recessed in the concrete body 7.
- the guide wall element 6 has a tension element 1.
- the guide wall element 6 has several, in particular two tension elements 1.
- the positive connection without the concrete body 7 would be solvable, and the positive connection is fixed only by the concrete body 7. This eliminates the step in which the tension member 1 or the coupling part 21, 22 would have to be deformed to make the connection.
- the at least one tension element 1 and the at least one coupling part 2 are connected to one another in a form-fitting manner.
- This direct positive connection means that the positive connection without bolts, rivets, additional screws and the like is formed, but that the tension element 1 and the coupling part 21, 22 are formed such that they form the positive connection at the direct contact surface.
- the least one coupling part 2 has a passage opening 31, 32, and that the at least one tension element 1 is performed through the passage opening 31, 32.
- the passage opening 31, 32 may in this case in particular extend substantially orthogonally to the longitudinal extent of the guide wall element 6.
- a feedthrough opening 31, 32 per coupling part 21, 22 is provided per each pulling element 1 connected to the coupling part 21, 22.
- At least one coupling part 21, 22 has a curved one adjoining the lead-through opening 31, 31
- Tensile element 1 supported in the preparation of the connection.
- through-opening 31, 32 may extend substantially orthogonally to the contact surface 71 of the concrete body 7.
- the power transmission can extend from the tension member 1 to the coupling part 21,22 over the entire height, in particular, the coupling extension 23 and the coupling receptacle 24 may be formed to transmit the forces along the vertical.
- the guide wall element 6 can thereby be made very narrow.
- Such a trained passage opening 31, 32 is shown in Figs. 2 and 4.
- the passage opening 31, 32 may in other words transverse to the longitudinal extent of the baffle element 6
- the tension element 1 may particularly preferably be provided for continuous arrangement in the concrete body 7, in which the tension element 1 extends substantially continuously from a first end wall of the baffle element 6 to a second end wall of the baffle element 6.
- each tension element 1 may be provided for the continuous arrangement in the concrete body 7, wherein in particular each tension element 1 the
- Coupling part 21, 22 interconnects.
- the least one tension element 1 is guided through a passage opening 31 of the first coupling part 21 and through a passage opening 32 of the second coupling part 22, wherein the least one tension element 1 essentially forms a loop.
- the tension element 1 may have a first portion 11, which leads to both passage openings 31, 32, wherein the tension element 1 is deflected in both passage openings 31, 32.
- the second section 12 of the tension element 1 may have a first portion 11, which leads to both passage openings 31, 32, wherein the tension element 1 is deflected in both passage openings 31, 32.
- Tension element 1 leads from the passage opening 31 of the first coupling part 21 in the direction of the second coupling part 22, which ends before reaching the second coupling part 22.
- Analog leads a third section 13 of the
- connection of the second portion 12 with the third portion 13 may preferably be effected in that these extend in regions parallel to each other and overlapping each other. In this case, the connection of the second section 12 with the third section 13 can be made via the concrete body 7.
- Section 13 by a welded connection, for example by a butt weld.
- one end of the second portion 12 may be connected to one end of the third portion 13 by a sleeve, in particular a threaded sleeve.
- Tension elements 1 may be provided in a baffle element 6, wherein the individual tension elements 1 are connected to a maximum of a single coupling part 21, 22, wherein the individual tension elements 1 are interconnected within the concrete body 7.
- Coupling part 2 is a screw 5. Through the screw 5, a compact force application between the tension element 1 and the respective coupling part 2 can be achieved.
- the at least one tension element 1 has an external thread 51 at one end, and that the external thread 51 is screwed into a threaded receptacle 52 of the at least one coupling part 2.
- the positive connection may be a dovetail connection or a tongue and groove connection.
- the least one coupling part 21, 22 is a cast part cast in a mold. This means that
- Clutch part 21, 22 is poured discontinuously by means of a mold, and not continuously by continuous casting.
- the shape can be a lost form.
- the mold may be a permanent mold, with the coupling member being a mold casting.
- An advantage of an individually cast casting is that it allows more freedom in terms of its three-dimensional design than a continuously cast or rolled coupling part, in which the cross-section in one dimension is substantially constant. As a result, for example, a vertical passage opening 31, 32 are formed, which can be difficult to image by continuous casting or rolling.
- the shape of the coupling part 21, 22 can be much better adapted to the expected force flow through the positive connection, for example by the formation of the Switzerlandelement Adjustsauflage 4.
- By forming the coupling part 21, 22 as a casting also gives the advantage that the production can be more material-saving.
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)
- Treatments For Attaching Organic Compounds To Fibrous Goods (AREA)
- Air Bags (AREA)
- Reinforcement Elements For Buildings (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
Claims
Priority Applications (6)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2015274218A AU2015274218A1 (en) | 2014-06-13 | 2015-06-10 | Barrier element of a vehicle restraint system |
ES15741475.6T ES2674824T3 (en) | 2014-06-13 | 2015-06-10 | Protection fence element of a vehicle containment system |
SI201530282T SI3155173T1 (en) | 2014-06-13 | 2015-06-10 | Barrier element of a vehicle restraint system |
EP15741475.6A EP3155173B1 (en) | 2014-06-13 | 2015-06-10 | Barrier element of a vehicle restraint system |
IL248849A IL248849A0 (en) | 2014-06-13 | 2016-11-09 | A barrier element of a vehicle restraint system |
HRP20180929TT HRP20180929T1 (en) | 2014-06-13 | 2018-06-14 | Barrier element of a vehicle restraint system |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA472/2014A AT515842B1 (en) | 2014-06-13 | 2014-06-13 | Guide wall element of a vehicle restraint system |
ATA472/2014 | 2014-06-13 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2015188206A1 true WO2015188206A1 (en) | 2015-12-17 |
Family
ID=53719572
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AT2015/000086 WO2015188206A1 (en) | 2014-06-13 | 2015-06-10 | Barrier element of a vehicle restraint system |
Country Status (10)
Country | Link |
---|---|
EP (1) | EP3155173B1 (en) |
AT (1) | AT515842B1 (en) |
AU (1) | AU2015274218A1 (en) |
ES (1) | ES2674824T3 (en) |
HR (1) | HRP20180929T1 (en) |
HU (1) | HUE038083T2 (en) |
IL (1) | IL248849A0 (en) |
SI (1) | SI3155173T1 (en) |
TR (1) | TR201807855T4 (en) |
WO (1) | WO2015188206A1 (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2219332A (en) * | 1988-05-06 | 1989-12-06 | James Garside & Son Limited | Barrier and end connector therefor |
US5046884A (en) * | 1989-01-17 | 1991-09-10 | Marino Girotti | Roadway traffic barriers |
WO2010057233A1 (en) * | 2008-11-20 | 2010-05-27 | Rebloc Gmbh | Connecting element for connecting separating elements for traffic areas |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4806044A (en) * | 1988-05-20 | 1989-02-21 | Barrier Systems, Inc. | Anti-crash lane barrier with self-centering hinges |
US7708492B2 (en) * | 2006-11-20 | 2010-05-04 | Anthony Carey | Relocatable tensioned wire road barrier |
-
2014
- 2014-06-13 AT ATA472/2014A patent/AT515842B1/en active
-
2015
- 2015-06-10 AU AU2015274218A patent/AU2015274218A1/en not_active Abandoned
- 2015-06-10 EP EP15741475.6A patent/EP3155173B1/en active Active
- 2015-06-10 TR TR2018/07855T patent/TR201807855T4/en unknown
- 2015-06-10 ES ES15741475.6T patent/ES2674824T3/en active Active
- 2015-06-10 WO PCT/AT2015/000086 patent/WO2015188206A1/en active Application Filing
- 2015-06-10 SI SI201530282T patent/SI3155173T1/en unknown
- 2015-06-10 HU HUE15741475A patent/HUE038083T2/en unknown
-
2016
- 2016-11-09 IL IL248849A patent/IL248849A0/en unknown
-
2018
- 2018-06-14 HR HRP20180929TT patent/HRP20180929T1/en unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2219332A (en) * | 1988-05-06 | 1989-12-06 | James Garside & Son Limited | Barrier and end connector therefor |
US5046884A (en) * | 1989-01-17 | 1991-09-10 | Marino Girotti | Roadway traffic barriers |
WO2010057233A1 (en) * | 2008-11-20 | 2010-05-27 | Rebloc Gmbh | Connecting element for connecting separating elements for traffic areas |
Also Published As
Publication number | Publication date |
---|---|
HRP20180929T1 (en) | 2018-08-24 |
AU2015274218A1 (en) | 2016-12-15 |
HUE038083T2 (en) | 2018-09-28 |
TR201807855T4 (en) | 2018-06-21 |
AT515842A1 (en) | 2015-12-15 |
IL248849A0 (en) | 2016-12-29 |
SI3155173T1 (en) | 2018-07-31 |
AT515842B1 (en) | 2016-03-15 |
ES2674824T3 (en) | 2018-07-04 |
EP3155173A1 (en) | 2017-04-19 |
EP3155173B1 (en) | 2018-03-28 |
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