EP2900873A1 - Élément de délimitation de surfaces de circulation - Google Patents
Élément de délimitation de surfaces de circulationInfo
- Publication number
- EP2900873A1 EP2900873A1 EP13783220.0A EP13783220A EP2900873A1 EP 2900873 A1 EP2900873 A1 EP 2900873A1 EP 13783220 A EP13783220 A EP 13783220A EP 2900873 A1 EP2900873 A1 EP 2900873A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- profile element
- base body
- connection
- anchoring
- 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
- 238000004873 anchoring Methods 0.000 claims abstract description 34
- 239000000758 substrate Substances 0.000 claims description 8
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 4
- 210000002414 leg Anatomy 0.000 description 10
- 238000006073 displacement reaction Methods 0.000 description 6
- 238000005452 bending Methods 0.000 description 3
- 230000002349 favourable effect Effects 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000000689 upper leg Anatomy 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-bridges
-
- 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
- E01F15/0476—Foundations
-
- 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
-
- 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
Definitions
- the invention relates to a limiting element for
- Traffic surfaces in particular bridges, with a device for connecting the limiting element to a substrate
- the limiting element has a base body with a longitudinal axis in the direction of travel, a bearing surface and a connecting element connected to the base body, wherein a profile element is connected to a longitudinal direction with an anchoring element, wherein the anchoring element, which serves for connection to the ground, is connected to the profile element, and wherein the connection between the profile element and the
- Anchoring element has a distance from the support surface.
- Such a limiting element is known for example from AT 408 555 B.
- a large part of the energy is absorbed by a displacement of the traffic control element on the ground, which extends over clutches in
- Proposed solutions provide at various points plastically deformable, essentially rod-shaped elements, which are often designed as expansion screws. It arises
- the aim of the invention is therefore to provide a device for anchoring boundary elements on the ground, which reliably the largest possible proportion of a collision
- a limiting element of the type mentioned which is characterized in that the longitudinal direction of the profile element extends at an angle greater than 45 ° to the longitudinal axis of the base body.
- the angle is greater than 60 °, in particular greater than 75 °, and is preferably approximately 90 °.
- the main body consists essentially of concrete.
- the profile element is a profile rail with a U, L, T or I-shaped cross section. These shapes are particularly suitable because they are much due to their three-dimensional geometry
- Base body at an angle greater than 45 ° to 90 ° a high
- the longitudinal direction of the profile element runs parallel to the
- Profile element whereby particularly favorable deformation work can be done on the profile element.
- Anchoring element and the connection of the profile element with the connecting element from each other in the longitudinal direction of the
- Profile element spaced The forces therefore preferably engage at points remote from each other, whereby the profile element two sections are formed, where the anchoring element and
- Profile element can afford.
- anchoring element in the limited traffic area closest third, preferably quarter, of the profile element is arranged.
- this arrangement has the advantage that, should the device, for example, be mounted on a bridge, the forces further away from the edge of the bridge and thus gentler for the structure will be initiated.
- Traffic area facing away from the profile element is then supported by, preferably in this area from above, the base body and it arises next to the two
- Connections of anchoring element and connecting element with the profile element another point of attack for forces acting on a tilting forces.
- forces act on the connection of the anchoring element with the profile element and the traffic facing quarter or third downwards, whereas act on the connection of the connecting element with the profile element forces upwards.
- a uniform deformation of the profile element is effected, whereby a great deal of deformation energy can be absorbed by the profile element.
- the connecting element preferably has a substantially U-shape, wherein the legs of the U-shape are connected to the base body and the bend of the U-shape is connected to the profile element.
- holes may be provided in the profile element through which the legs of the U-shape are pushed until the bend rests against the profile element.
- the legs de U-shape are preferably embedded in the basic body.
- the connecting element is substantially rod-shaped, has a thread in a region facing the profile element and is connected to the profile element by a nut.
- the mother can just, if necessary with one
- Washer be screwed on the opposite side or the underside of the profile element on the connecting element.
- the nut can be welded to the profile element
- the end of the connecting element to be connected to the base body if the body is made of concrete, for example, are simply embedded in concrete.
- a direct welding of the connecting element with the profile element is also denkba.
- Connecting element can be achieved by that
- This reinforcement can be formed for example by the connecting rods, as described in AT 507 611 AI.
- connection of the connecting element and the base body for example, as described by
- the main body substantially to the longitudinal axis of the
- End faces have at least one projection and / or at least one recess and wherein a projection on an end face in a recess on an end face of an adjacent
- boundary elements for traffic areas are coupled in their upper area to the respectively adjacent boundary element, as described, for example, in AT 507 611 A1. However, it is not intended to anchor the boundary elements in the underground. This allows adjacent boundary elements in a
- Limiting elements act lateral forces that are not significantly greater than the inertial forces of the limiting elements and the frictional forces of these on the ground. In addition, they still work Tensile forces. Are the boundary elements, however
- anchors according to the invention can be recorded on the ground.
- the projections and depressions can be carried out as described in AT 509 359 AI.
- the projections and depressions are in the lower half of the body, preferably at the level of the compounds. In this way, a possible direct transfer of the shear forces from one base body to the next.
- Fig. 1 is an oblique view of a base body with three
- Fig. 2 shows a section through the main body in the region of one of the devices
- FIG. 3 is a front view of a device according to the invention on a base body
- Fig. 4 shows a main body in plan view with alternative
- FIG. 5 shows a profile element of Fig. 1,
- Fig. 6 shows the profile element of FIG. 5 with a
- Fig. 7 shows a second embodiment of a profile element and Fig. 8 shows a third embodiment of a profile element.
- Fig. 1 shows an oblique view of a limiting element according to the invention, for example a
- clutches which may be as known from AT 507 611 AI known.
- the devices 2 are each connected via anchoring elements 3 to the substrate 8 (see FIG. 2).
- the devices 2 are each connected via anchoring elements 3 to the substrate 8 (see FIG. 2).
- Anchoring elements 3 protrude in the illustrated embodiment, with its beyond the base 8 beyond end through an opening in a profile element 6 and are connected thereto via a nut 4 with a washer 5 with the profile element 6.
- Alternative connections between profile element 6 and anchoring element 3, for example by welding, are also conceivable.
- U-shaped profile of the profile element 6 is the connection between anchoring element 3 and profile element. 6
- Profile element 6 is spaced from the substrate 8, are also used. A connection between the main body 1 and the profile element 6 is shown in a
- Embodiment U-shaped bent connecting element 7 made.
- FIG. 2 shows a section through the main body 1 with the device 2 along the line II-II in Fig. 1.
- the substrate. 8 is in the illustrated embodiment, the edge region of a bridge.
- an inventive limiting element with one or more devices 2 according to the invention can be
- a device according to the invention is particularly advantageous where there is insufficient space for a displacement of a limiting element, by means of which the
- the substrate 8 has a support surface 22.
- a Lijnsache 10 of the profile element 6 is preferably, as shown in the drawing, parallel to the support surface 22 of the substrate 8 or support surface 9 of the base body 1 is arranged.
- the connecting element 7 has an angle of 84 ° to the longitudinal axis 10 of the profile element 6.
- Base body 1 is located.
- FIGS. 1, 2 and 4 show a recess 12 in FIG.
- Anchoring element 3 fixed in the background 8. Then, the profile element 6, which is already connected via the connecting element 7 with the base body 1, are placed over the anchoring element 3. In the recess 12 is then enough space, around the washer 5 and the nut 4 on the end of the
- Anchoring element 3 which through an opening 20 in
- Connecting element 6 protrudes, stuck and tighten.
- Arrows 17, 18 in FIG. 2 show, in a greatly simplified form, possible forces acting on or in the limiting element.
- the arrow 17 represents the force which acts on the base body 1 in the event of a collision of a vehicle with it. This leads in the consequence of a tilting movement about a rear edge 11. This results in tensile forces represented by the arrow 18, which preferably engage via the connecting element 7 in a central region of the profile element 6, in which the connecting element 7 is connected to the profile element 6.
- Fig. 3 shows a front view of an inventive
- Connecting element 7 are firmly connected to the base body.
- the legs 13 may for example be embedded in concrete in a base body 1 made of concrete.
- the legs 13 could also be welded to the basic body.
- Profile element 6 and tensile forces acting in the legs 13 are transmitted to the profile element 6.
- FIG. 4 shows an embodiment with profile elements 6 aligned at an angle ⁇ to the longitudinal axis of the main body 1 shown.
- the angle ⁇ is 60 °.
- the angle should be greater than 45 °, so that a controlled bending of the profile element 6 is ensured to the respective bending axis.
- the larger the angle ⁇ the stiffer the profile element 6 becomes at a displacement of the main body 1 at right angles to its longitudinal axis and a corresponding deformation of the profile element 6.
- a parallel and inclined to the longitudinal axis of the base body 1 arrangement of all profile elements 6 is also possible as a
- the bend 14 of the connecting element 7 is perpendicular to the longitudinal direction 10
- Profile element 6 aligned.
- FIG. 5 shows a profile element 6 of Fig. 1. It can be seen that the opening 20 for the anchoring element 3 in the
- illustrated embodiment is a slot. This serves initially a defined shift of the
- Fig. 6 shows the profile element 6 of Fig. 5 with a
- the anchoring element 3 is connected by means of a nut 4 and a washer 5 with the profile element 6.
- the washer 5 helps to tear out the To impede anchoring element 3 with the nut 4 from the profile element 6.
- Fig. 7 shows a second embodiment of a
- a slot 20b also allows a slight displacement of the delimiting element in the direction of the longitudinal axis 10.
- the holes 21a, through which the legs 13 of the connecting element 7 protrude, are laterally in the
- connecting element 3 can take place analogously to the embodiment shown in FIG. 6.
- Fig. 8 shows a third embodiment of a
- Profile element 6b In this case, the profile element 6b instead of a U-profile shape on an L-profile shape.
- a slot 20b also allows a slight displacement of the limiting element here.
- the connecting element 3 can through the hole 21 b in the one
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
- Road Signs Or Road Markings (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA1054/2012A AT513410A1 (de) | 2012-09-27 | 2012-09-27 | Begrenzungselement für Verkehrsflächen |
PCT/AT2013/000155 WO2014047667A1 (fr) | 2012-09-27 | 2013-09-26 | Élément de délimitation de surfaces de circulation |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2900873A1 true EP2900873A1 (fr) | 2015-08-05 |
EP2900873B1 EP2900873B1 (fr) | 2017-11-08 |
Family
ID=49488426
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP13783220.0A Active EP2900873B1 (fr) | 2012-09-27 | 2013-09-26 | Élément de délimitation de surfaces de circulation |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP2900873B1 (fr) |
AT (1) | AT513410A1 (fr) |
ES (1) | ES2656503T3 (fr) |
WO (1) | WO2014047667A1 (fr) |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107237257B (zh) * | 2017-08-08 | 2019-04-09 | 上海应用技术大学 | 一种预制拼装护栏施工连接方法 |
DE202018003165U1 (de) * | 2018-07-09 | 2019-10-10 | Strabag Ag | Fahrbahnbegrenzungssystem |
CN110656605A (zh) * | 2019-10-10 | 2020-01-07 | 岳阳市公路桥梁基建总公司 | 一种uhpfrc装配式道路防护墙及施工方法 |
AT522872B1 (de) | 2019-11-08 | 2021-03-15 | Rebloc Gmbh | Anbauelement zur Montage an einem Leitwandelement eines Fahrzeugrückhaltesystems |
AT525304A1 (de) * | 2021-07-22 | 2023-02-15 | Delta Bloc Int Gmbh | Fahrzeugrückhaltesystem mit einer betonleitwand |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT408555B (de) | 1997-12-23 | 2002-01-25 | Stoeckl Josef | Leitwandelement für verkehrswege |
AT413712B (de) * | 1999-11-30 | 2006-05-15 | Maba Fertigteilind Gmbh | Leitwand für verkehrswege |
AU4384700A (en) * | 1999-04-28 | 2000-11-10 | Maba Fertigteilindustrie Gmbh | Guide wall for traffic routes |
IT1315713B1 (it) * | 2000-06-26 | 2003-03-18 | Renton Productions Ltd | Barriera di contenimento stradale. |
ITRM20040347A1 (it) * | 2004-07-13 | 2004-10-13 | Marcello Burzi | Elemento di barriera stradale con organi deformabili fra l'elemento ed i bulloni di ancoraggio. |
AT507611B1 (de) | 2008-11-20 | 2010-08-15 | Mathias Mag Redlberger | Verbindungseinrichtung zum verbinden von trennelementen für verkehrsflächen |
AT509359B1 (de) * | 2010-01-21 | 2012-02-15 | Rebloc Gmbh | Trennelement für verkehrsflächen |
-
2012
- 2012-09-27 AT ATA1054/2012A patent/AT513410A1/de not_active Application Discontinuation
-
2013
- 2013-09-26 ES ES13783220.0T patent/ES2656503T3/es active Active
- 2013-09-26 EP EP13783220.0A patent/EP2900873B1/fr active Active
- 2013-09-26 WO PCT/AT2013/000155 patent/WO2014047667A1/fr active Application Filing
Also Published As
Publication number | Publication date |
---|---|
WO2014047667A1 (fr) | 2014-04-03 |
ES2656503T3 (es) | 2018-02-27 |
AT513410A1 (de) | 2014-04-15 |
EP2900873B1 (fr) | 2017-11-08 |
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