EP3201397A1 - Verkehrsleitwand - Google Patents
VerkehrsleitwandInfo
- Publication number
- EP3201397A1 EP3201397A1 EP15774700.7A EP15774700A EP3201397A1 EP 3201397 A1 EP3201397 A1 EP 3201397A1 EP 15774700 A EP15774700 A EP 15774700A EP 3201397 A1 EP3201397 A1 EP 3201397A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- connectors
- traffic control
- elements
- traffic
- 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
- 230000002787 reinforcement Effects 0.000 claims abstract description 47
- 230000008878 coupling Effects 0.000 claims abstract description 5
- 238000010168 coupling process Methods 0.000 claims abstract description 5
- 238000005859 coupling reaction Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000004888 barrier function Effects 0.000 claims description 10
- 230000000295 complement effect Effects 0.000 claims description 5
- 230000008859 change Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 239000011230 binding agent Substances 0.000 claims 1
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 8
- 238000010276 construction Methods 0.000 description 3
- 238000007792 addition Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 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
- E01F15/088—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 traffic barrier with successively arranged in the wall longitudinal direction, at their end faces interconnected wall sections, in particular wall elements, which are reinforced in their interior with at least extending in the longitudinal direction of main reinforcements, which are connected to arranged at the front ends of the wall sections wall connectors.
- Traffic control walls of this kind are built to protect motorists and other road users along roads.
- the individual wall sections may have a greater length and be constructed, for example in Ortbetonweise, often the wall sections but also consist of individual, especially portable wall elements generally made of concrete, but sometimes also made of steel or a steel-concrete composite.
- the constructed of such wall sections traffic control walls prevent an accidental, colliding with the traffic barrier vehicle too far away from the actual road surface and thus passes, for example, in oncoming traffic.
- the traffic control wall should experience the least possible lateral deflection, that is, transverse to its longitudinal direction, which presents a particular challenge when it comes to stopping a truck or other vehicle with a high overall weight.
- the individual wall sections are provided with running in the longitudinal direction of the main reinforcements, over the entire length go through the individual wall sections and are connected to the front ends of the wall sections arranged there wall connectors.
- the wall connectors are generally steel components which may be cast directly on wall sections made of concrete thereon, in which case the main reinforcements are first preferably welded to the steel components before the production of the concrete casing around the reinforcement and the wall connectors for completion the wall sections takes place.
- the tension band effect achieved thereby ensures a distribution of the loads occurring as a result of the accident over a comparatively long length of the traffic control wall. Nevertheless, in particular in the case of accidents involving heavy vehicles, a comparatively large lateral deflection of the traffic control wall may occur.
- the object of the invention is to provide a traffic control wall of the type mentioned above, in which, without changing the outer geometrical dimensions of the wall, a reduction of the deflection is achieved with the same load.
- the wall sections have at least two each as a pair of reinforcements arranged side by side main reinforcements and that the mutually coupled wall connector of two adjacent wall sections form rebar deflections with change of tension and pressure sides of the paired main reinforcements.
- the impact forces acting on the wall section transverse to the wall longitudinal direction lead to a lateral deflection, wherein the wall section in its longitudinal direction on its side facing the vehicle on pressure and the vehicle side facing away Train is claimed.
- the tensile forces that occur are mainly absorbed by those or those of the paired main reinforcements, which are in the Pull side of the wall portion, so the side is / lie, which faces away from the side at which the vehicle collides.
- the tensile forces occurring in an accident in the wall portion against which the vehicle is impacted on the outer ie located at a greater distance to the impact side main reinforcement and deflected at the end wall connectors on the main reinforcements in the adjacent wall sections, the are closer to the insides, so the impact side of the accident vehicle are.
- the main reinforcements of the wall sections which are actually located in the pressure area and which adjoin the wall section where the accident occurs undergo a tensile prestress, whereby this forced change of the tension and pressure sides between two successive wall sections proves to be advantageous during the deflection the traffic-control wall proves as a result of an accident.
- each wall section has at least two main reinforcement pairs, of which a first reinforcement pair are arranged at a first height and the second pair below or above the first pair inside the wall sections.
- the coupled wall connector of two adjacent wall sections in horizontal section form approximately X-shaped crossing couplings.
- This can be achieved, for example, by providing the wall connectors of the adjacently arranged wall sections with mutually complementary tongue and groove elements which are arranged obliquely at an angle of, for example, 5 ° to 30 ° to the longitudinal wall direction. Even larger angles up to 45 ° are conceivable.
- the tongue and groove elements may be arranged in pairs, each with two locking grooves and two locking rods which surround each other in the locking grooves, which in each case diverge V-shaped starting from the front ends of the wall sections into the wall section interior. It is also possible if each wall section is provided on its end faces with a respective latch spring and a locking groove, which are positioned symmetrically to the wall center plane in a substantially Y- or ⁇ -shaped arrangement to each other.
- the wall connectors preferably have in the interior of the wall sections approximately V-shaped diverging connecting pieces for the main reinforcements, which may for example be arranged on the locking grooves or the latch springs or may be formed by these.
- the main reinforcements may be welded to the wall connectors or to fittings provided on them or integrally formed with the fittings.
- the wall connectors may be provided with locking hooks or complementarily designed hook abutments which cooperate with associated locking hooks on the wall connector of the adjacent wall section.
- the locking hooks can be arranged at the lower or upper ends of the groove elements or the spring elements and accordingly, the arrangement of the hook abutment can be made so that they are arranged at the upper or lower ends of the spring elements or the groove elements.
- connection of two interconnected wall sections does not solve unintentionally, it is advantageous if the wall connectors of two adjacent wall sections are provided in the region of its spring elements and groove elements with transverse holes through which locking bolts are pluggable. An unintentional lifting a locking hook of a wall portion of the associated hook abutment of the adjacent wall portion is thereby effectively prevented.
- the wall connectors are preferably made substantially of steel to ensure the required high strength.
- Fig. 1 is a schematically simplified illustration of a
- Figure 2 shows two wall elements of a traffic barrier according to the invention in the state of their mounting of one on the other wall element in a perspective view.
- Figure 3 shows two adjoining wall elements in the region of their end-side wall connector in the state before their assembly, also in a perspective view and partly in section.
- Fig. 4 is an end of wall connectors and intervening main reinforcements existing reinforcing skeleton of a wall element of a traffic barrier according to the invention in a perspective view.
- 10 denotes a traffic barrier according to the invention, which consists essentially of a plurality of in the wall longitudinal direction 11 arranged one behind the other, preferably transportable wall elements 12.
- the wall elements which may for example be between 8 and 12 m long, each form a wall section in the sense of the invention. It is understood, however, that the wall sections can also be designed to be longer than in the exemplary embodiment illustrated and described, for example in the form of a wall section erected in Ortbetonweise, which extends over a much greater length, possibly even over several hundred meters.
- the wall elements are in the embodiment shown here precast concrete elements, which are provided at their front ends 13, 14 with existing steel wall connectors 15.
- the wall connectors 15 are attached to the adjoining ends 13, 14 of always two adjacent wall elements 12 complementary to each other designed and secured aneinande.
- the wall connector 15 form two adjacent wall elements 12 crossing couplings 16, which are configured in a plan view or in a horizontal section about X-shaped, as one can clearly see this in Fig. 1.
- the wall elements are reinforced with an upper pair of main reinforcement 17 and a lower main reinforcement pair 18, wherein the individual main reinforcements 17a, b and 18a, b of the main reinforcement pairs 17, 18 are in pairs next to each other and at least approximately at the same height.
- the main reinforcements 17a, b and 18a, b of the main reinforcement pairs are thus not in the vertical plane of symmetry (vertical center plane) of the traffic control wall or the wall forming these elements, but each offset in the direction of the left and right outer side 19, 20 of the relevant wall element 12, wherein however, one is selected to the vertical mid-plane symmetric "arrangement.
- the main reinforcements 17a, b, 18a, b of the main reinforcement pairs 17, 18 are connected to the wall connectors 15 by being welded to steel connection pieces 21 which, in turn fixed to the wall connectors 15, preferably also durc welding, are arranged.
- the wall connectors 15, which, as already mentioned, are configured complementary to one another at opposite end faces 13, 14 of adjacent wall elements 12, are provided with groove elements 22 on one wall connector 15a and spring elements 23 on the other wall connector 15b.
- the groove elements 22 are paired with two locking grooves 24 and the spring elements each equipped with two latch springs 25 which extend obliquely at an angle oc of about 15 ° to the wall longitudinal direction 11. This results in an arrangement in which the locking grooves 24 starting from the front End 13 of the relevant wall element 12 diverge into the wall element inside V-shaped.
- Fig. 4 shows only the skeleton of the steel components of a wall element without the cast-on this concrete body.
- wall connector 15a made of a welded steel construction with two rectangular cross-locking grooves 24. These open with their open sides in a face plate 26a, the shape of the profile of the recountleitwand is fitted and the wall element 12 terminates at its front end 13.
- the two locking grooves are V-shaped to each other and diverge into the wall.
- hook abutment 27 In the lower region of the locking grooves hook abutment 27 are welded from steel to about half the groove depth, each of which forms a rounded or beveled guide surface 28 above.
- the groove elements 22, in which the locking grooves 24 are formed transverse bores 29 which are aligned with each other and are accessible from the outer sides of the wall elements.
- the complementary design of the second wall connector 15b on the left in the drawing left end of the wall element skeleton of FIG. 4 also consists of a welded steel construction. This has an adapted to the profile of the wall element end plate 26b with it on the front side in V-shape welded bar springs 25, whose position and opening angle are adapted to each other to the groove elements in the first wall connector 15a. On the inside of the end plate 26b are also in V-shape and preferably with the same opening angle as the latch springs 25 two latch spring extensions 25 'are welded, which are embedded in concrete in the finished wall element.
- the latch springs 25 on one side of the end plate 26b and the latch spring extensions 25 'on the opposite the inside appear in plan view thus X-shaped and, together with the recessed in V-shaped arrangement in the groove groove elements 22 of the first wall connector 15 a, the X-shaped crossing couplings 16 when the wall elements are intended to be connected.
- Fig. 4 is also good to see that the latch springs 25 form latching hooks 30 at their lower ends, which take in the assembly of a wall element on the adjacent wall element on the Hakenwiderlager 27 and thereby cause a positive locking in the longitudinal direction.
- transverse bores 31 are aligned in the mounted state of the wall elements with the transverse bores 29 in the groove elements, so that a locking bolt (not shown) through the aligned, accessible from the wall outside transverse bores 29, 31 can be inserted.
- the connecting pieces 21 for the main reinforcements 17a, b and 18a, b are respectively welded to the groove elements 22 and the latch spring extensions 25 'embedded in the concrete. Due to the inclined relative to the wall longitudinal direction, V-shaped arrangement of the tongue and groove elements of the wall connector can be achieved at the joints a rebar deflection changing the tensile and pressure sides of the paired main reinforcements and thus in the event of an accident better distribution occurring as a result of the impact forces Loads over the total cross section of the wall elements.
- FIG. 1 shows a situation in which a vehicle 32 collapses at the middle of the five illustrated wall elements 12 and this is thereby burdened with the transversely directed to the wall longitudinal direction of impact force F.
- the main reinforcement 17 (18) located closer to the lower outer side 20 in the drawing is subjected to tensile stress as a result of the bending moment acting on the wall element, which is illustrated in the drawing by the bold, solid representation of the reinforcement and the reference symbol Z is.
- the middle of the five wall elements As a result of the accident on the outer side 20 is subjected to train, prevail in the vicinity of the impact surface compressive stresses, which should be indicated by d.
- the closer to the top in the drawing outside 19 arranged inside the wall main reinforcements 17 (18) a have so either no tensile forces or the tensile load acting on them is in any case considerably lower than the load near the outside 20th
- the inventive type of connections of the wall elements with each other, the described non-uniform loads are at least partially compensated by namely due to the reinforcement deflections on the mutually coupled wall connectors the high, occurring at Z tensile stresses in the adjacent wall elements are deposited so that they exactly on the opposite side, so the outside 19, at which the vehicle impacts, are charged to train, which is illustrated by Z__.
- Z__ the outside 19 at which the vehicle impacts
- a corresponding change takes place between all wall elements, which is documented in the drawing in the outermost wall elements by Z "This deflection leads to a more even distribution of the loads occurring as a result of an accident over the entire wall cross-section and actually a smaller lateral offset ( Deflection) of the traffic control wall, if at this a vehicle accident.
- wall connections with reinforcement deflections according to the invention can also be provided between longer wall sections than the wall elements shown and described, it is also not necessary that the wall sections or elements consist of concrete, the invention also covers such walls or wall sections which are complete or mainly from other materials such as Made of steel.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102014114199.7A DE102014114199A1 (de) | 2014-09-30 | 2014-09-30 | Verkehrsleitwand |
PCT/IB2015/056398 WO2016051291A1 (de) | 2014-09-30 | 2015-08-24 | Verkehrsleitwand |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3201397A1 true EP3201397A1 (de) | 2017-08-09 |
EP3201397B1 EP3201397B1 (de) | 2019-01-30 |
Family
ID=54249535
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15774700.7A Active EP3201397B1 (de) | 2014-09-30 | 2015-08-24 | Verkehrsleitwand |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP3201397B1 (de) |
DE (1) | DE102014114199A1 (de) |
WO (1) | WO2016051291A1 (de) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20240113389A (ko) | 2023-01-12 | 2024-07-22 | 주식회사 글라세움 | 퇴행성 골관절염의 예방 또는 치료용 약학적 조성물 |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2005200A1 (de) * | 1969-05-20 | 1969-12-12 | Beaujean Robert | |
US4806044A (en) * | 1988-05-20 | 1989-02-21 | Barrier Systems, Inc. | Anti-crash lane barrier with self-centering hinges |
DE8814418U1 (de) * | 1988-11-18 | 1990-03-29 | GFK Kunststoffe Trimborn oHG, 5358 Bad Münstereifel | Begrenzungsschwelle für Fahrbahnen |
FR2691728B1 (fr) * | 1992-05-29 | 1994-09-02 | Rototec Sa | Balise routière. |
DE102006053341A1 (de) * | 2006-11-10 | 2008-05-15 | Max Bögl Bauunternehmung GmbH & Co. KG | Betonleitwand |
DE102008026661B4 (de) * | 2008-06-04 | 2012-10-25 | Heinz Schnorpfeil Bau Gmbh | Verkehrsleitwand |
AT507611B1 (de) * | 2008-11-20 | 2010-08-15 | Mathias Mag Redlberger | Verbindungseinrichtung zum verbinden von trennelementen für verkehrsflächen |
US8328461B2 (en) * | 2009-09-30 | 2012-12-11 | Smith Rodney I | Non-bolted bridge parapet barrier |
-
2014
- 2014-09-30 DE DE102014114199.7A patent/DE102014114199A1/de not_active Withdrawn
-
2015
- 2015-08-24 WO PCT/IB2015/056398 patent/WO2016051291A1/de active Application Filing
- 2015-08-24 EP EP15774700.7A patent/EP3201397B1/de active Active
Also Published As
Publication number | Publication date |
---|---|
WO2016051291A1 (de) | 2016-04-07 |
DE102014114199A1 (de) | 2016-03-31 |
EP3201397B1 (de) | 2019-01-30 |
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