EP1739235B1 - Système de retenue - Google Patents

Système de retenue Download PDF

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Publication number
EP1739235B1
EP1739235B1 EP06114995A EP06114995A EP1739235B1 EP 1739235 B1 EP1739235 B1 EP 1739235B1 EP 06114995 A EP06114995 A EP 06114995A EP 06114995 A EP06114995 A EP 06114995A EP 1739235 B1 EP1739235 B1 EP 1739235B1
Authority
EP
European Patent Office
Prior art keywords
restraint system
concrete wall
layer
protective concrete
support layer
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.)
Active
Application number
EP06114995A
Other languages
German (de)
English (en)
Other versions
EP1739235A2 (fr
EP1739235A3 (fr
Inventor
Ulrich Sasse
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TSS Technische Sicherheits-Systeme GmbH
Original Assignee
TSS Technische Sicherheits-Systeme GmbH
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Application filed by TSS Technische Sicherheits-Systeme GmbH filed Critical TSS Technische Sicherheits-Systeme GmbH
Priority to PL06114995T priority Critical patent/PL1739235T3/pl
Priority to SI200630300T priority patent/SI1739235T1/sl
Publication of EP1739235A2 publication Critical patent/EP1739235A2/fr
Publication of EP1739235A3 publication Critical patent/EP1739235A3/fr
Application granted granted Critical
Publication of EP1739235B1 publication Critical patent/EP1739235B1/fr
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    • 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

Definitions

  • the invention relates to a restraint system for motor vehicles, which is provided at a roadway boundary.
  • Graded concrete protection walls are subject to DIN EN 1317-2 of April 1998. DIN defines different requirements, in particular with regard to the retention of lorries. For example, in the case of a requirement for H2 according to the above standard, trucks up to a total weight of 15 tons must be withheld.
  • a concrete protection wall meeting the requirement H2 is in " Road Traffic Engineering "3/99, pp. 120-123 described.
  • the profile of this concrete protective wall has a lower step with a height of approx. 250 mm and a deviation from the vertical of approx. 9 °, a middle step with a height of approx. 50 mm and a deviation from the vertical of approx. 50 ° and an upper step with a height of 600 mm and a deviation from the vertical of about 9 °.
  • the width of the top of this concrete protection wall is about 200 mm.
  • the total height of this concrete protection wall is thus approx. 900 mm.
  • the object of the invention is to provide a restraint system for motor vehicles, which has a containment level of at least H2 and is easy and inexpensive to produce.
  • the restraint system for motor vehicles has a stepped concrete protective wall.
  • the concrete protection wall has at least two, preferably three stages.
  • the upper stage here has a smaller average width than the lower stage. If the concrete protection wall has more than two stages, the average width of the steps decreases from bottom to top.
  • the outer walls are inclined with respect to a vertical, wherein the inclination of the side facing the road facing away from the bottom, pointing away from the roadway.
  • the restraint system according to the invention thus has a roadway-independent, compacted, formed as an unbound support layer uprising element on which the concrete protective wall is placed.
  • Restraint systems according to the invention have the particular advantage that they can be produced considerably less expensively, since unbound support layers, for example, can only be produced by solidifying suitable materials such as gravel, gravel and / or recycling materials.
  • suitable materials such as gravel, gravel and / or recycling materials.
  • the particular prefabricated concrete protection walls can thus be placed on the uprising element in a simple manner. Clamping in the road or anchoring in the ground is not required. The installation of such concrete protection walls is therefore considerably cheaper.
  • the restraint system for motor vehicles which is provided on road boundaries, in a particularly preferred embodiment, a stepped concrete protection wall whose first stage has a height of 150 - 250 mm and preferably a deviation from the vertical of 8 - 10 °.
  • a middle step has a height of 40-60 mm, preferably of about 50 mm and preferably a deviation from the vertical of about 50 °.
  • An upper step has a height of 600-700 mm and preferably a deviation from the vertical of 8-10 °.
  • at least three preferably five reinforcing bars or probing ropes are provided in the concrete protective wall, preferably in the upper stage.
  • the restraint system further comprises an intermediate layer or an intermediate strip which is arranged between the footing foundation and the roadway or the side strip of the roadway.
  • This may be an uncompressed intermediate strip, which in particular is not sealed. In this respect, rainwater can seep into this area.
  • the invention thus has the further advantage that no costly and expensive drainage measures are required.
  • a base layer without binder does not act as a water barrier, so that, regardless of whether an intermediate strip is provided or not, the drainage of the water is ensured.
  • the support layer according to the invention is preferably a compacted gravel and / or gravel layer.
  • a recycling layer is preferably a layer that meets the technical delivery conditions for rocks in road construction. Corresponding definitions are given in particular in " Technishce Delivery conditions for aggregates in road construction, TL Gestein-FtB 04, the Road and Transportation Research Association for Road Construction, published by FGSV-Verlag, 2004 edition defined in particular in chapter 1.3.2. Furthermore, corresponding definitions for recycling layers of DIN EM 13242 "aggregates for unbound and hydraulically bound mixtures for engineering and road construction" can be taken. Such layers are in particular compacted with at least 95% Proctor, in particular at least 97% Proctor.
  • the width of the individual steps is continuously reduced from bottom to top, so that in particular smooth outer surfaces are formed. It is particularly preferred that the concrete protective wall has the same contour on both sides and thus is in particular symmetrical to a median plane.
  • the preferably three, in particular five rebars preferably have a distance of about 100 mm to each other. It is particularly preferable to arrange all reinforcing bars in a vertical plane, ie one above the other. Preferably, the reinforcing bars are arranged along a vertical center line, or in a vertical center plane. In this case, the upper reinforcing rod preferably has a distance to the top of the concrete protective wall of about 150 mm.
  • the reinforcing bars or reinforcing cables are in a preferred embodiment above the arranged upper level and extend in the longitudinal direction of the concrete protective wall.
  • the lower stage only has a height of about 150 mm. Possibly.
  • the step may also have less than 150 mm, in particular less than 120 mm.
  • This invention is independent of whether it is a clamped or unclamped concrete protective wall. It is particularly preferred to combine this invention with the invention described above.
  • This invention is based on the problem that concrete protection walls, in particular concrete protection walls with high containment levels cause a very abrupt, little damped deceleration of the vehicle.
  • the concrete protection walls should not be displaceable depending on the retention level up to clearly defined forces, in order to be able to provide them, for example, between motorway lanes, dangerous embankments, etc. It is therefore the object to improve the damping of the motor vehicle, in particular to prevent injury to the occupants or to reduce the severity of injuries.
  • this can be achieved by a lower lower step of the stepped concrete protective wall.
  • the lower level of the concrete protection wall has a height which is lower than the height of a car axle.
  • the above dimensions may vary by ⁇ 20 mm, preferably only ⁇ 10 mm.
  • the inclination may preferably vary by ⁇ 1 gon.
  • the diameter of the reinforcing bars or the reinforcing ropes is preferably 10 - 16 mm.
  • a steel bar Bst 500 S is used.
  • a concrete protective wall has a lower step 10, a middle step 12 and an upper step 14.
  • the upper stage 14 three reinforcing bars 16 are provided, which are aligned horizontally.
  • the reinforcing bars 16 are arranged parallel to each other in a vertical center plane 18.
  • An upper side 20 of the concrete protection wall has a width of 180 mm. Due to the selected angle and the remaining dimensions of the concrete protective wall results in a width of a support side 22 of 542 mm.
  • FIG. 2 illustrated preferred embodiment of the invention is a restraint system that meets the requirements of the H2 Stability after the Euronorm 1317-2. Corresponding experiments have already been carried out.
  • the essential difference of this embodiment with respect to Fig. 1 described embodiment is that in the upper stage 14 not three but five reinforcing bars 16 are provided in the longitudinal direction of the concrete protective wall.
  • the reinforcing bars have a diameter of 16 mm and consist of steel BSt 500S.
  • the base layer 24 is frost-resistant and consists of gravel and / or gravel and / or suitable recycled material.
  • the base course was compacted with at least 97% Proctor.

Claims (11)

  1. Système de retenue pour véhicules, comprenant
    - une paroi protectrice en béton étagée avec d'au moins deux étages (10, 12, 14), une étage supérieure (14) ayant une largeur moyenne plus réduite qu'une étage inférieure (10),
    - au moins cinq éléments de renforcement (16) disposés dans la paroi protectrice en béton,
    - un élément de pied (24) pour la paroi protectrice en béton, l'élément de pied étant indépendant de la voie et est en forme d'une couche de support non liée (24),
    - et la paroi protectrice en béton étant placée sur l'élément de pied (24),
    caractérisé en ce que
    le système de retenue correspond à un niveau de retenue d'au moins H2,
    et que la paroi protectrice en béton non est montée dans l'élément de pied, dans la voie ou dans le sol.
  2. Système de retenue selon la revendication 1, caractérisé en ce que la couche de support (24) ne présente aucune solidification d'un liant.
  3. Système de retenue selon la revendication 1 ou 2, caractérisé en ce que la couche de support (24) comprend une couche de gravier et/ou des cailloux, la couche de support étant formée, notamment, par une couche de gravier et/ou des cailloux.
  4. Système de retenue selon une quelconque des revendications 1-3, caractérisé en ce que la couche de support (24) comprend une couche de matériaux recyclés, ladite couche de support étant formée, notamment, par une couche de matériaux recyclés.
  5. Système de retenue selon une quelconque des revendications 1-4, caractérisé en ce que la couche de support (24) est compactée avec d'au moins 95% Proctor, notamment d'au moins 97% Proctor.
  6. Système de retenue selon une quelconque des revendications 1-5, caractérisé par une bande intermédiaire (28) non-compactée entre l'élément de pied (24) et la voie (26).
  7. Système de retenue selon une quelconque des revendications 1-6, caractérisé en ce que l'étage inférieure (10) est décalée de la ligne verticale par 8-10°, et/ou l'étage intermédiaire (12) est décalée de la ligne verticale par environ 45-55°, et/ou l'étage supérieure (14) est décalée de la ligne verticale par 8-10°.
  8. Système de retenue selon une quelconque des revendications 1-, caractérisé en ce que les éléments de renforcement (16), qui sont de préférence des tiges de renforcement, s'étendent suivant la direction longitudinale de la paroi protectrice en béton et sont disposés, de préférence, dans l'étage supérieure (10).
  9. Système de retenue selon la revendication 8, caractérisé en ce que le diamètre des tiges de renforcement (16), de préférence rondes, est 10 - 16 mm et/ou les tiges de renforcement (16) sont éloignées l'une de l'autre par une distance d'environ 100 mm, la tolérance étant ± 30 mm, de préférence.
  10. Système de retenue selon une quelconque des revendications 1-9, caractérisée en ce que toutes tiges de renforcement (16) sont disposées dans un plan vertical (18).
  11. Système de retenue selon une quelconque des revendications 1-10, caractérisée en ce que la tige de renforcement (16) la plus haute est éloignée de la face supérieure (20) de la paroi protectrice en béton par une distance d'environ 150 mm, la tolérance étant ±30 mm, de préférence, et/ou la paroi protectrice en béton présente une largeur d'environ 180 mm à la face supérieure et une largeur d'environ 540 mm à la face inférieure.
EP06114995A 2005-06-30 2006-06-06 Système de retenue Active EP1739235B1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
PL06114995T PL1739235T3 (pl) 2005-06-30 2006-06-06 Układ zabezpieczający
SI200630300T SI1739235T1 (sl) 2005-06-30 2006-06-06 ZadrĹľevalni sistem

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102005030412A DE102005030412A1 (de) 2005-06-30 2005-06-30 Rückhaltesystem

Publications (3)

Publication Number Publication Date
EP1739235A2 EP1739235A2 (fr) 2007-01-03
EP1739235A3 EP1739235A3 (fr) 2007-02-28
EP1739235B1 true EP1739235B1 (fr) 2009-03-04

Family

ID=37102161

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06114995A Active EP1739235B1 (fr) 2005-06-30 2006-06-06 Système de retenue

Country Status (6)

Country Link
EP (1) EP1739235B1 (fr)
AT (1) ATE424483T1 (fr)
DE (2) DE102005030412A1 (fr)
DK (1) DK1739235T3 (fr)
PL (1) PL1739235T3 (fr)
SI (1) SI1739235T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011005689U1 (de) 2011-04-28 2011-09-12 Eurovia Beton Gmbh Fahrzeugrückhaltesystem

Families Citing this family (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202009001131U1 (de) 2009-01-29 2009-04-02 Tss Technische Sicherheits-Systeme Gmbh Übergangskonstruktion zwischen Betonleitwänden
DE202009016995U1 (de) 2009-12-16 2010-04-08 Tss Technische Sicherheits-Systeme Gmbh Verbindungselement sowie Verbindungssystem zum Verbinden von Betonleitwänden
DE202010002141U1 (de) 2010-02-09 2010-05-06 Tss Technische Sicherheits-Systeme Gmbh Überbrückungselement sowie Fahrbahnbegrenzungselement
DE202009017487U1 (de) 2009-12-22 2010-03-11 Tss Technische Sicherheits-Systeme Gmbh Überbrückungselement sowie Fahrbahnbegrenzungselement
EP2339071B1 (fr) 2009-12-22 2015-04-15 Strabag Ag Elément de liaison et glissière de sécurité de voies de circulation
DE202010013884U1 (de) 2010-10-02 2010-12-02 Tss Technische Sicherheits-Systeme Gmbh Fahrbahnbegrenzungselement
DE202012006219U1 (de) 2012-06-27 2012-07-24 Tss Technische Sicherheits-Systeme Gmbh Fahrbahnbegrenzungselement
DE202012006632U1 (de) 2012-07-07 2012-08-06 Tss Technische Sicherheits-Systeme Gmbh Fahrbahnbegrenzungselement
EP2905382A1 (fr) 2014-02-11 2015-08-12 TSS Technische Sicherheits-Systeme GmbH Paroi de guide en béton et procédé de fabrication d'une paroi de guidage en béton
DE202014001281U1 (de) 2014-02-11 2015-05-20 Tss Technische Sicherheits-Systeme Gmbh Betonleitwand
DE102014003015A1 (de) 2014-03-07 2015-09-10 Tss Technische Sicherheits-Systeme Gmbh Betonleitwand sowie Verfahren zur Herstellung einer Betonleitwand
DE102014212507A1 (de) 2014-06-27 2015-12-31 Ed. Züblin Ag Reparierter Betonleitwand-Abschnitt
DE202014005167U1 (de) 2014-06-27 2015-10-01 Strabag Ag Betonleitwand
DE102015100277A1 (de) 2015-01-09 2016-07-14 Technische Universität Dresden Betonwand und Herstellungsverfahren mittels Gleitschalung
CN107142877A (zh) * 2017-07-07 2017-09-08 北京华路安交通科技有限公司 竖向敞口配筋笼混凝土护栏和施工方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH641860A5 (en) * 1981-05-27 1984-03-15 Igeco Sa Concrete parapet for a road or bridge
EP0833989A1 (fr) * 1995-01-13 1998-04-08 Augustinus Wilhelmus Maria Bertels Structure murale
IT1302427B1 (it) * 1998-08-07 2000-09-05 Autostrade Concess Const Barriera di sicurezza stradale da spartitraffico a profilo new jerseycon dispositivi per la decelerazione calibrata dei veicoli urtanti.
DE10145647C1 (de) * 2001-09-15 2003-01-16 Tss Tech Sicherheits Systeme G Abgestuftes Rückhaltesystem an Straßen aus Beton
DE20303254U1 (de) * 2003-02-28 2004-07-08 Wirtgen Gmbh Beton-Schutzwand

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202011005689U1 (de) 2011-04-28 2011-09-12 Eurovia Beton Gmbh Fahrzeugrückhaltesystem

Also Published As

Publication number Publication date
EP1739235A2 (fr) 2007-01-03
DE102005030412A1 (de) 2007-01-04
ATE424483T1 (de) 2009-03-15
EP1739235A3 (fr) 2007-02-28
PL1739235T3 (pl) 2009-08-31
SI1739235T1 (sl) 2009-08-31
DK1739235T3 (da) 2009-06-08
DE502006002989D1 (de) 2009-04-16

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