EP2540913B1 - Protective wall comprising individual protective wall elements for securing traffic routes - Google Patents

Protective wall comprising individual protective wall elements for securing traffic routes Download PDF

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Publication number
EP2540913B1
EP2540913B1 EP12174323.1A EP12174323A EP2540913B1 EP 2540913 B1 EP2540913 B1 EP 2540913B1 EP 12174323 A EP12174323 A EP 12174323A EP 2540913 B1 EP2540913 B1 EP 2540913B1
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EP
European Patent Office
Prior art keywords
protective wall
elements
wall element
region
protective
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EP12174323.1A
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German (de)
French (fr)
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EP2540913A3 (en
EP2540913A2 (en
Inventor
Horst Luther
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Individual
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous 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
    • E01F15/083Continuous 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/081Continuous 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
    • E01F15/085Continuous 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F15/00Safety 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
    • E01F15/02Continuous barriers extending along roads or between traffic lanes
    • E01F15/08Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
    • E01F15/088Details of element connection

Definitions

  • the present invention relates to a preferably mobile protective wall according to the preamble of claim 1, which is formed from mutually connected in the region of their end faces protective wall elements for securing traffic routes, especially for temporary protection in the field of construction sites, and for the protection of persons or facilities in addition to Street, in which the protective wall elements have a plate-shaped, at least partially open or at least partially closed wall body, preferably made of concrete, metal, plastic or compounds of these materials.
  • Protective wall constructions made of a plurality of individual protective wall elements are known to the person skilled in the art and are preferably used to secure traffic routes, in particular for temporary or permanent stationary securing in the area of construction sites, workplaces and roads or the like. They are also used to protect against or against off-road vehicles and to protect persons or special facilities adjacent to a road.
  • a protective wall according to the Oberbergiff of claim 1 is for example from the DE 10 2007 023 B3 known.
  • a so-called road traffic separation barrier comprising an elongated foot plate having a longitudinally extending recess therein into which a divider plate upstanding from the foot plate is inserted.
  • the DE 1 784 011 describes a guide for roads, bridges or the like concrete blocks, each consisting of a road facing the front block and a support block arranged behind it.
  • the WO 93/12300 A1 discloses a protective wall element with a downwardly broadened base member and a laterally on or in the base member insertable attachment element.
  • a transportable guide device for example, for the separation of carriageways, which has at least two support pillars which can be placed at a distance from one another and which are provided with vertically running grooves, wherein a wall can be inserted from above into the opposing grooves of the support pillars.
  • the DE 26 40 910 discloses a protective wall serving as a noise barrier and guide having box-shaped elements with lateral sheet metal walls, at least one of which is provided with a horizontally extending corrugation or the like, wherein the box-shaped elements to achieve the desired height and length are arranged one above the other and behind each other.
  • the DE 30 12 681 C2 discloses a slip threshold for securing traffic routes from chain-like using precast concrete components assembled by coupling members.
  • the EP 1 927 699 B1 describes a traffic barrier in which the wall elements can be secured via transverse holes and bolts on vertical profile elements.
  • protective wall systems today In order to obtain approval for use on the road, protective wall systems today have to comply with stringent requirements, which in particular relate to the maximum deflection of a protective wall when attempting to approach vehicles of certain weight classes (passenger cars, trucks). Furthermore such protective wall systems must be inexpensive to produce, easy to disassemble and re-degradable and reusable several times. Furthermore, a safe installation and function should also be ensured in the event of a non-constant gradient or inclination of the erection ground, for example on crests or in depressions.
  • the invention has for its object to provide a protective wall or corresponding protective wall elements and set-up and connection devices for this, which meet the current requirements for the restraining function to be ensured and which are also inexpensive to produce, easy to assemble and often reusable, at the same time a safe installation and function even with non-constant slope or inclination of the footprint, for example on crests or in sinks, ensure.
  • the protective wall elements a plate-shaped, at least partially open or at least partially closed wall body , preferably of concrete, metal, plastic or compounds of these materials, characterized, characterized in that the wall body has on its underside, which faces a substantially flat surface in the erected state of the protective wall, a cross-sectional widening transverse to the longitudinal extent of the relevant protective wall element and that in the wall body at least one oriented substantially in the longitudinal direction of the relevant protective wall element Connection structure is present, which cooperates with a corresponding connection structure of an adjacent protective wall element such that the adjacent protective wall elements by introducing a clamping and connecting means, preferably screw means in the region of the said connection structures releasably adjustable in the longitudinal direction against each other braced or braced.
  • Said bracing / screwing forms in the longitudinal direction of the protective wall in its retaining action adjustable drawstring, which is a fundamental feature of the present invention.
  • the non-positive connection between the individual protective wall elements is guaranteed.
  • the individual protective wall elements can have an outward-oriented extension oriented essentially perpendicular to the wall body, which serves to set up the protective wall elements in order to enlarge the installation surface.
  • a first development of the protective wall according to the invention provides that the end faces of two protective wall elements to be joined are designed to be complementary, preferably and without restriction, at least partially flat, and in particular during clamping directly in contact with each other. Possible other embodiments of the end faces to be joined include oblique, stepped and toothed formations.
  • the protective wall elements can be set in the region of their cross-sectional enlargements or cross-sectional widenings against each other to the Increase stability of the protective wall.
  • the cross-sectional enlargement provides for a widened footprint, as has already been noted.
  • the wall body of a protective wall element in the region of said cross-sectional enlargement on its underside has at least one flat Aufstellvidelement, preferably at least two in the transverse direction of the protective wall element spaced apart
  • the corresponding impact area of the protective wall elements can be increased, which leads to a further increased stability of the protective wall.
  • the Aufstellvidelement is formed of a suitable material having a thickness of at least 10 mm.
  • the Aufstell perennialelement in the longitudinal direction has an excess over a surface of the end face of the relevant protective wall element.
  • the butt joint in the transverse direction thus undergoes further reinforcement by the tension acting in the longitudinal direction (screw connection).
  • the wall body of a protective wall element has at least one recess which is formed for substantially positive reception of a profile element and is preferably arranged in the upper region of the protective wall elements.
  • the said profile element protrudes in the received state out of the relevant protective wall element such that it is received or receivable in the corresponding recess of an adjacent protective wall element.
  • the arrangement of the profile element, in particular in the form of a bolt, can preferably be carried out loosely. It forms a reinforcement of the connection in the head area against lateral loads of the protective wall.
  • the protective wall elements can be used flexibly with one another in the longitudinal direction in such a way that unevenness of the set-up substrate is compensated for by permitting or realizing an angle of> 0 ° between the end faces of the protective wall elements.
  • the protective wall elements can again be used flexibly in the longitudinal direction with one another in such a way that unevenness of the installation surface is compensated for by permitting or realizing an angle of> 0 ° between the surfaces of the end face sides of the protective wall elements.
  • the installation on the mentioned foot element facilitates this type of terrain compensation.
  • the protective wall element is characterized by a recess in the wall body, wherein preferably in the region of the recess at least a first lifting and transport element is provided to lift the protective wall element easily and safely, install and loaded.
  • the protective wall element is characterized in that the horizontal connecting element comprises a groove-shaped recess.
  • said recess extends substantially over the entire longitudinal narrow side of the wall body.
  • the channel-shaped recess is defined laterally by a leg of an L-profile element, which is preferably formed in a metallic material such as steel, and whose respective other leg is perpendicular to the plate plane of the protective wall element extends outside.
  • the outwardly facing legs of the L-profile represent a special form of the cross-sectional widening already mentioned and can serve to set up the protective wall element.
  • the channel-shaped recess is further defined essentially by the material of the wall body itself.
  • the wall body can also be formed open fence-like.
  • At least a second lifting and transport element is provided on the upper side of the wall body, which lies opposite the groove-shaped recess, preferably in the form of a recess with counterpart for an eccentric or hook gripper, in order to ensure easy handling To reach protective wall elements.
  • the protective wall element is characterized by at least one recess in the outer surface of the wall body, in which at least one reflector element is arranged.
  • Reflector elements can in particular also be arranged in the region of the mentioned outwardly pointing legs of the L-profile or in general and without restriction in the area of the cross-sectional distribution.
  • the plate-shaped wall body of the protective wall element according to the invention consists - as mentioned - preferably substantially of concrete, to provide the required mass to absorb high impact energy.
  • the other components of the protective wall element are also preferably formed in a further development of the present invention in a metallic material, such as steel, in order to ensure the required stability and resilience in the impact of vehicles to avoid personal injury to the overall system.
  • both the set-up and connecting device and the protective wall element has an opening.
  • the already mentioned outwardly angled L-shaped elements are preferably arranged, whose leg pointing outwards in the lower region of the protective wall elements is also passable, in order to additionally counteract tilting of the system during impact.
  • the protective wall element reinforcing structures which may preferably be made of hot-dip galvanized steel, but alternatively also of fiber-reinforced plastic or the like.
  • Various lifting and transport elements may be provided in the upper area of the protective wall elements, as has already been pointed out, which on the one hand facilitate the assembly or disassembly of the protective wall according to the invention and, moreover, also permit emergency measures, for example the installation and removal of protective wall elements by emergency services such as THW, Fire department or the like.
  • the Aufstell perennialtician can in particular allow the outflow of rainwater.
  • reflectors with retroreflective effect can be mounted in the longitudinal direction at right angles in the foot region and on the vertical of the protective wall elements.
  • the reflectors can be mounted in recesses (glued and / or screwed), so that a shearing off of the fortifications is largely excluded.
  • a preferred reflector distance in the longitudinal direction is 1.5 m.
  • means may be provided to enable the vertical mounting of devices to be placed, such as anti-glare elements or the like.
  • the proposed bulkhead system with relatively low weight and volume over other systems, has economic advantages, based in particular on a minimum consumption of steel and concrete, while still achieving the highest retention values to meet the requirements of the relevant standards.
  • the protective wall elements according to the invention may have a length of approximately 6 m at a height of approximately 50 cm.
  • the lifetime of such protective wall elements is about 9 to 12 years, with about 3 to 4 inserts per year are provided in various projects.
  • Protective walls according to the invention can be on average 5,000 to 7,000 m long.
  • FIG. 1 shows a protective wall according to the invention 38, which is formed of a plurality of interconnected protective wall elements 17, of which in FIG. 1 only two are shown as examples.
  • the protective wall elements 17 are set up to create the protective wall 38 on a substrate 3 and in the area the end faces 19, 20 of their respective wall body or wall body elements 18 are connected together in a connecting region VB.
  • the connection takes place by means of tensioning / connecting means 39 arranged or effective in the longitudinal direction of the protective wall 38, which can be designed in particular, but without limitation, as a threaded bolt.
  • the clamping / connecting means 39 may be arranged relative to the substrate 3 in the upper and / or middle and / or lower region of the protective wall elements 17.
  • the clamping / connecting means 39 may also be arranged centrally and / or eccentrically relative to a vertical central axis (not explicitly designated) of the protective wall elements 17.
  • FIG. 1 touch the protective wall elements 17 with their smooth, in the erected state substantially perpendicular to the substrate 3 oriented end faces 19, 20 to create the said compound area and immediately.
  • the already mentioned clamping / connecting means 39 provide a non-positive connection and act as part of a releasably adjustable drawstring, which clamped in the protective wall elements 17 in the longitudinal direction to create the protective wall 38 against each other.
  • the clamping / connecting means 39 will be described below in particular with reference to FIG. 3 discussed in more detail.
  • the protective wall elements 17 according to FIG. 1 are characterized by a so-called open design and have - in the manner of a fence - horizontal struts 17a-c, which are oriented in the longitudinal direction of the protective wall 38. These horizontal struts 17a-c are also indicated by the illustration in FIG FIG. 3 good to take. In particular, some of the said horizontal struts 17a, 17b may be U-shaped in cross-section and oriented differently within the respective protective wall element 17. In its lower region facing or facing the substrate 3, the protective wall element 17 has a cross-sectional widening 17d, whereby on the underside of the protective wall element 17 a flat mounting surface laterally widened relative to the wall body 18 is formed, which forms an integral unit with the remaining protective wall element 17.
  • FIG. 3 to take a vertical strut 17e of the described protective wall element 17, which the already mentioned horizontal struts 17a-c fence or gate-like connects.
  • Such vertical struts 17e can be found in preferably regular intervals in the direction of the longitudinal extension of the protective wall element 17 FIG. 1 and FIG. 3 ,
  • each plate-shaped, flat termination elements 19 ', 20' are arranged, via which the individual protective wall elements 17 abut each other. As shown in FIG. 3 these termination elements 19 ', 20' between different protective wall elements 17 aligned connecting structures in the form of openings 23, which serve to receive the already mentioned clamping and connecting means 39.
  • the protective wall 38 or the protective wall element 17 according to FIG. 2 differs from the previously discussed embodiment according to the FIGS. 1 and 3
  • the latter are preferably made of a steel construction which is filled with a hardenable casting material, such as concrete, with internal reinforcement 42. It is also possible to use fiber concrete (fiber reinforced concrete) to obtain improved elasticity.
  • a hardenable casting material such as concrete
  • fiber reinforced concrete fiber reinforced concrete
  • FIGS. 1 to 3 the basic construction type of the protective wall 38 according to the invention have been conceptually explained, will now be described with reference to FIGS. 4 to 7 on constructive details of those Protective wall elements 17 received in more detail, which in a protective wall according to the FIGS. 1 and 3 preferably used.
  • FIG. 4 shows with reference to a perspective detail view again in more detail an embodiment of the protective wall element 17 according to FIG. 3 , It is at this point only to those constructive features of the protective wall element 17 according to FIG. 4 more detail in the FIGS. 1 and 3 not shown or were not recognizable.
  • This initially relates to reflector elements 28, 29, which can be arranged laterally in the region of the cross-sectional widening 17d on the upper side or on the horizontal struts 17a, 17b.
  • the protective wall element 17 according to FIG. 4 in the upper one In each case a recess 19 “, 20" with a rectangular cross-section, which serves for the substantially positive reception of a profile element 46, which profile element 46 for the first time in FIG. 8 is shown.
  • the relative dimensions of the profile element 46 and the recesses 19 “, 20” are selected such that the profile element 46 protrudes from the relevant protective wall element in the received state to connect the protective wall element 17 by engaging in the corresponding recess of an adjacent protective wall element with the adjacent protective wall element , This increases the transverse stability of the created protective wall.
  • apart from the positive reception in the recesses 19 ", 20” no further fixation of the profile element 46, which facilitates the construction of the protective wall.
  • FIGS. 16 to 19 an enlarged Antage Scheme the protective wall elements 17 in the transverse direction, which together with the made or to be carried longitudinal clamping of the protective wall elements 17 for improved connection stability and transverse rigidity of the protective wall 38 of the invention provides (so-called.
  • FIGS. 16 to 19 shown in more detail how the Aufstell perennialieri can cooperate when connecting individual protective wall elements 17 to a protective wall.
  • FIG. 5 shows in detail in cross section an alternative embodiment of a protective wall element 17 according to the invention, which has a closed construction with a corresponding wall body element 18.
  • the gap between two plane-parallel, plate-like horizontal struts 17a may be filled with a suitable filling material.
  • the basic design essentially corresponds to that according to FIG. 4 .
  • the width of the protective wall elements 17 being larger in the area of the mentioned cross-sectional widening 17d (reference symbol B ') as the width B in the region of the wall body element 18th
  • FIG. 6 is again detailed the already by means of FIG. 4 addressed facts when connecting two protective wall elements 17 by means of a recessed into the recesses 19 ", 20" inserted or used profile element 46. It is intended in this context only to details of FIG. 6 are received, which are based on FIG. 4 not yet shown or described.
  • the profile element 46 is formed as a hollow profile with a rectangular cross-section, the dimensions of which essentially correspond to the dimensions of the recesses 19 ", 20", in order to be able to bring the profile element 46 essentially into the recesses 19 “, 20" in a form-fitting manner.
  • the profiled element 46 has a projecting stop structure 46a which is arranged centrally with respect to its longitudinal extent of the profiled element and serves to define a maximum penetration depth of the profiled element 46 into the relevant protective wall element 17 or the recess 19 ", 20" provided therein.
  • Said projecting structure 46a cooperates with complementary notches 19 "', 20"' in the region of the recesses 19 ", 20", wherein the respective depth of the notches 19 "', 20"' is substantially just half the extent of the structure 46a in FIG Longitudinal direction of the profile element 46 corresponds.
  • the projecting structure 46a is completely receivable within the combined sipes 19 "', 20"' in the case of connected bulkhead elements 17.
  • FIG. 7 shows the protective wall elements 17 according to FIG. 6 in advanced merge using the profile element 46, as already described above.
  • FIG. 8 shows an embodiment of the protective wall element 17 before an introduction in particular of concrete for producing the wall body 18, which according to in FIG. 8 not shown.
  • effective reinforcing or reinforcing structures 42 and 43 and associated retaining structures 44 are provided on the one hand in the longitudinal and transverse direction, which are cast during casting of the wall body, in order to give them the necessary stability, in particular tensile strength.
  • the already mentioned spacer element can be seen, which cooperates with the already mentioned holding structure 44 and at the same time carries the projecting structure 36.
  • the protective wall element 17 is compared with the representation in Figure 24 turned upside down and filled in the direction of arrow B with the wall body material, preferably concrete, until this reaches approximately the level N.
  • the filling material then fills the entire region, indicated by hatching in FIG. 24, within the protective wall element 17, with the exception of the region designated by reference numeral 26d within the element 26c.
  • FIG. 9 the protective wall element 17 is shown again before filling the filling material, wherein the reference numerals to those in FIG. 8 correspond.
  • the longitudinal reinforcements 42 are received in lateral recesses 45 of the support structure 44.
  • FIG. 10 shows a further embodiment, but wherein the left, terminal protective wall element 17 'of the protective wall 38 is formed as a protective wall terminating element and as such has a height H decreasing towards its free end 17a'.
  • the protective wall element 17 ' also still attachment structures 17 b' in the form of openings for anchoring in the underground and a bow-shaped lifting device 17c 'for transport.
  • FIGS. 11 to 13 clarify again possible attachments of reflectors 28, 29 in inventive protective wall elements 17th
  • FIGS. 14 and 15 can be seen as in a protective wall 38 according to the invention by appropriate adjustment of the tension band in the form of clamping / connecting means 39 in the course of the protective wall 38 in the vertical perpendicular to its longitudinal extent to unevenness of the Aufstell-subsurface 3 adapt.
  • FIG. 14 represents the situation when installing the protective wall 38 in a sink.
  • the drawn angle ⁇ between the individual protective wall elements 17 is ⁇ ⁇ 180 °. This corresponds in principle to a deviation of the footprint 3 from the dashed line horizontal HO or any flat reference surface.
  • FIG. 17 shows the same facts for a better understanding again in plan view.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Bridges Or Land Bridges (AREA)

Description

Die vorliegende Erfindung betrifft eine vorzugsweise mobile Schutzwand nach dem Oberbegriff des Anspruchs 1, die aus miteinander im Bereich ihrer Endstirnseiten verbundenen Schutzwandelementen gebildet ist, zur Sicherung von Verkehrswegen, insbesondere zur temporären Sicherung im Bereich von Baustellen, sowie zum Schutz von Personen oder Einrichtungen neben der Straße, bei der die Schutzwandelemente einen plattenförmigen, zumindest teilweise offenen oder zumindest teilweise geschlossenen Wandkörper aufweisen, vorzugsweise aus Beton, Metall, Kunststoff oder Verbindungen dieser Werkstoffe.The present invention relates to a preferably mobile protective wall according to the preamble of claim 1, which is formed from mutually connected in the region of their end faces protective wall elements for securing traffic routes, especially for temporary protection in the field of construction sites, and for the protection of persons or facilities in addition to Street, in which the protective wall elements have a plate-shaped, at least partially open or at least partially closed wall body, preferably made of concrete, metal, plastic or compounds of these materials.

Schutzwandkonstruktionen aus einer Vielzahl einzelner Schutzwandelemente sind dem Fachmann bekannt und dienen vorzugsweise zur Sicherung von Verkehrswegen, insbesondere zur temporären oder dauerhaft-stationären Sicherung im Bereich von Baustellen, Arbeitsstellen und Straßen oder dergleichen. Sie werden weiterhin eingesetzt zum Schutz von oder gegen von der Fahrbahn abkommende(n) Fahrzeuge(n) und zum Schutz von Personen oder besonderen Einrichtungen neben einer Straße.
Eine Schutzwand gemäß dem Oberbergiff des Anspruchs 1 ist beispielsweise aus der DE 10 2007 023 B3 bekannt.
Weiterhin ist beispielsweise aus der DE 91 06 411 U1 eine so genannte Trennschwelle für Straßenverkehrsbereiche bekannt, die eine längliche Fußplatte mit einer sich darin in Längsrichtung erstreckenden Ausnehmung aufweist, in die eine von der Fußplatte hochstehende Trennplatte eingesetzt ist.
Protective wall constructions made of a plurality of individual protective wall elements are known to the person skilled in the art and are preferably used to secure traffic routes, in particular for temporary or permanent stationary securing in the area of construction sites, workplaces and roads or the like. They are also used to protect against or against off-road vehicles and to protect persons or special facilities adjacent to a road.
A protective wall according to the Oberbergiff of claim 1 is for example from the DE 10 2007 023 B3 known.
Furthermore, for example, from the DE 91 06 411 U1 a so-called road traffic separation barrier, comprising an elongated foot plate having a longitudinally extending recess therein into which a divider plate upstanding from the foot plate is inserted.

Aus der US 2005/0201828 A1 ist eine vorgefertigte Straßenmittenwand bekannt, zu deren Herstellung eine Reihe von Einzelblöcken vertikal auf einem Fußelement übereinandergestapelt und mit in fluchtende vertikale Durchbrüche der Einzelblöcke eingebrachten Schraubmitteln gesichert wird.From the US 2005/0201828 A1 is a prefabricated street center wall known to produce a series of blocks vertically on a foot element stacked and secured with inserted into aligned vertical openings of the individual blocks screwing.

Die DE 1 784 011 beschreibt eine Leiteinrichtung für Straßen, Brücken oder dergleichen aus Betonblöcken, die jeweils aus einem der Fahrbahn zugekehrten Frontblock und einem dahinter angeordneten Stützblock bestehen.The DE 1 784 011 describes a guide for roads, bridges or the like concrete blocks, each consisting of a road facing the front block and a support block arranged behind it.

Die WO 93/12300 A1 offenbart ein Schutzwandelement mit einem nach unten hin verbreiterten Basiselement und einem seitlich auf bzw. in das Basiselement einschiebbaren Aufsatzelement.The WO 93/12300 A1 discloses a protective wall element with a downwardly broadened base member and a laterally on or in the base member insertable attachment element.

Aus der DE 1 908 636 ist eine transportable Leitvorrichtung beispielsweise zur Trennung von Fahrbahnen bekannt, die mindestens zwei mit Abstand voneinander aufstellbare Stützpfeiler aufweist, die mit vertikal verlaufenden Nuten versehen sind, wobei eine Wand von oben in die sich gegenüberliegenden Nuten der Stützpfeiler einschiebbar ist.From the DE 1 908 636 For example, a transportable guide device is known, for example, for the separation of carriageways, which has at least two support pillars which can be placed at a distance from one another and which are provided with vertically running grooves, wherein a wall can be inserted from above into the opposing grooves of the support pillars.

Die DE 26 40 910 offenbart eine als Lärmschutzwand und Leiteinrichtung dienende Schutzwand, die kastenförmige Elemente mit seitlichen Blechwänden aufweist, von denen mindestens eine mit einer horizontal verlaufenden Wellung oder dergleichen versehen ist, wobei die kastenförmigen Elemente zum Erreichen der gewünschten Höhe und Länge übereinander und hintereinander angeordnet sind.The DE 26 40 910 discloses a protective wall serving as a noise barrier and guide having box-shaped elements with lateral sheet metal walls, at least one of which is provided with a horizontally extending corrugation or the like, wherein the box-shaped elements to achieve the desired height and length are arranged one above the other and behind each other.

Die DE 30 12 681 C2 offenbart eine Gleitschwelle zur Sicherung von Verkehrswegen aus kettenartig unter Verwendung von Kupplungsgliedern zusammengesetzten Betonfertigteilen.The DE 30 12 681 C2 discloses a slip threshold for securing traffic routes from chain-like using precast concrete components assembled by coupling members.

Die EP 1 927 699 B1 beschreibt eine Verkehrsleitwand, bei der die Wandelemente über Querbohrungen und Schraubbolzen an vertikalen Profilelementen gesichert sein können.The EP 1 927 699 B1 describes a traffic barrier in which the wall elements can be secured via transverse holes and bolts on vertical profile elements.

Um die Zulassung für die Verwendung im Straßenverkehr zu erhalten, müssen Schutzwandsysteme heutzutage strenge Anforderungen erfüllen, welche sich insbesondere auf die maximale Durchbiegung einer Schutzwand bei Anfahrversuchen mit Fahrzeugen bestimmter Gewichtsklassen (Pkw, Lkw) beziehen. Außerdem müssen derartige Schutzwandsysteme kostengünstig herstellbar, leicht auf- und wieder abbaubar und mehrfach wieder verwendbar sein. Des Weiteren soll eine sichere Aufstellung und Funktion auch bei nicht konstanter Steigung bzw. Neigung des Aufstell-Untergrunds, beispielsweise an Kuppen oder in Senken, gewährleistet sein.In order to obtain approval for use on the road, protective wall systems today have to comply with stringent requirements, which in particular relate to the maximum deflection of a protective wall when attempting to approach vehicles of certain weight classes (passenger cars, trucks). Furthermore such protective wall systems must be inexpensive to produce, easy to disassemble and re-degradable and reusable several times. Furthermore, a safe installation and function should also be ensured in the event of a non-constant gradient or inclination of the erection ground, for example on crests or in depressions.

Der Erfindung liegt die Aufgabe zugrunde, eine Schutzwand bzw. entsprechende Schutzwandelemente sowie Aufstell- und Verbindungsvorrichtungen hierfür anzugeben, welche den heutigen Anforderungen an die zu gewährleistende Rückhaltefunktion gerecht werden und welche zugleich günstig herstellbar, leicht montierbar und vielfach wieder verwendbar sind, wobei sie zugleich eine sichere Aufstellung und Funktion auch bei nicht konstanter Steigung bzw. Neigung des Aufstell-Untergrunds, beispielsweise an Kuppen oder in Senken, gewährleisten.The invention has for its object to provide a protective wall or corresponding protective wall elements and set-up and connection devices for this, which meet the current requirements for the restraining function to be ensured and which are also inexpensive to produce, easy to assemble and often reusable, at the same time a safe installation and function even with non-constant slope or inclination of the footprint, for example on crests or in sinks, ensure.

Diese Aufgabe wird erfindungsgemäß gelöst durch eine Schutzwand mit den Merkmalen des Anspruchs 1.This object is achieved by a protective wall with the features of claim 1.

Vorteilhafte Weiterbildungen der Erfindung sind jeweils Gegenstand von Unteransprüchen, deren Wortlaut hiermit durch ausdrückliche Bezugnahme in die Beschreibung aufgenommen wird, um unnötige Textwiederholungen zu vermeiden.Advantageous developments of the invention are the subject of subclaims, the wording of which is hereby included by express reference in the description in order to avoid unnecessary text repetitions.

Eine erfindungsgemäße Schutzwand aus miteinander im Bereich ihrer Endstirnseiten verbundenen Schutzwandelementen zur Sicherung von Verkehrswegen, insbesondere zur temporären Sicherung im Bereich von Baustellen sowie zum Schutz von Personen oder Einrichtungen neben der Straße, bei der die Schutzwandelemente einen plattenförmigen, zumindest teilweise offenen oder zumindest teilweise geschlossenen Wandkörper, vorzugsweise aus Beton, Metall, Kunststoff oder Verbindungen dieser Werkstoffe, aufweisen, zeichnet sich dadurch aus, dass der Wandkörper an seiner Unterseite, die im aufgestellten Zustand der Schutzwand einem im Wesentlichen ebenen Untergrund zugewandt ist, eine Querschnittsverbreiterung quer zur Längserstreckung des betreffenden Schutzwandelements besitzt, und dass in dem Wandkörper wenigstens eine im Wesentlichen in Längsrichtung des betreffenden Schutzwandelements orientierte Verbindungsstruktur vorhanden ist, die mit einer entsprechenden Verbindungsstruktur eines benachbarten Schutzwandelements derart zusammenwirkt, dass die benachbarten Schutzwandelemente durch Einbringen eines Spann- und Verbindungsmittels, vorzugsweise Schraubmittel, im Bereich der genannten Verbindungsstrukturen lösbar-einstellbar in Längsrichtung gegeneinander verspannt oder verspannbar sind.A protective wall according to the invention of protective wall elements connected together in the region of their end faces for securing traffic routes, in particular for temporary protection in the field of construction sites and for the protection of persons or facilities next to the road, in which the protective wall elements a plate-shaped, at least partially open or at least partially closed wall body , preferably of concrete, metal, plastic or compounds of these materials, characterized, characterized in that the wall body has on its underside, which faces a substantially flat surface in the erected state of the protective wall, a cross-sectional widening transverse to the longitudinal extent of the relevant protective wall element and that in the wall body at least one oriented substantially in the longitudinal direction of the relevant protective wall element Connection structure is present, which cooperates with a corresponding connection structure of an adjacent protective wall element such that the adjacent protective wall elements by introducing a clamping and connecting means, preferably screw means in the region of the said connection structures releasably adjustable in the longitudinal direction against each other braced or braced.

Die genannte Verspannung/Verschraubung bildet in Längsrichtung der Schutzwand ein in seiner Rückhaltewirkung verstellbares Zugband, was eine grundlegende Eigenschaft der vorliegenden Erfindung darstellt. Außerdem wird so die kraftschlüssige Verbindung zwischen den einzelnen Schutzwandelementen gewährleistet.Said bracing / screwing forms in the longitudinal direction of the protective wall in its retaining action adjustable drawstring, which is a fundamental feature of the present invention. In addition, the non-positive connection between the individual protective wall elements is guaranteed.

Im Bereich der genannten Querschnittvergrößerung können die einzelnen Schutzwandelemente eine im Wesentlichen rechtwinklig bezogen auf Wandkörper orientierte Erstreckung nach außen aufweisen, die zum Aufstellen der Schutzwandelemente dient, um die Aufstellfläche zu vergrößern.In the region of the mentioned cross-sectional enlargement, the individual protective wall elements can have an outward-oriented extension oriented essentially perpendicular to the wall body, which serves to set up the protective wall elements in order to enlarge the installation surface.

Eine erste Weiterbildung der erfindungsgemäßen Schutzwand sieht vor, dass die zu verbindenden Endstirnseiten zweier Schutzwandelemente komplementär ausgebildet sind, vorzugsweise und ohne Beschränkung zumindest abschnittsweise eben, und insbesondere beim Verspannen direkt aneinander in Anlage treten. Mögliche andere Ausgestaltungen der zu verbindenden Endstirnseiten umfassen schräge, abgestufte und verzahnte Ausbildungen.A first development of the protective wall according to the invention provides that the end faces of two protective wall elements to be joined are designed to be complementary, preferably and without restriction, at least partially flat, and in particular during clamping directly in contact with each other. Possible other embodiments of the end faces to be joined include oblique, stepped and toothed formations.

Dabei können die Schutzwandelemente im Bereich ihrer Querschnittsvergrößerungen oder Querschnittsverbreiterungen gegeneinander gesetzt sein, um die Stabilität der Schutzwand zu erhöhen. Außerdem sorgt die Querschnittsvergrößerung für eine verbreiterte Aufstellfläche, wie bereits angemerkt wurde.In this case, the protective wall elements can be set in the region of their cross-sectional enlargements or cross-sectional widenings against each other to the Increase stability of the protective wall. In addition, the cross-sectional enlargement provides for a widened footprint, as has already been noted.

Erfindungsgemäß ist weiter vorgesehen, dass der Wandkörper eines Schutzwandelements im Bereich der genannten Querschnittsvergrößerung an seiner Unterseite wenigstens ein flaches Aufstellflächenelement aufweist, vorzugsweise wenigstens zwei in Querrichtung des Schutzwandelements voneinander beabstandete Aufstellflächenelemente, welches bzw. welche höchst vorzugsweise im endständigen Bereich des Schutzwandelements angeordnet ist bzw. sind. Hierdurch lässt sich der entsprechende Stoßbereich der Schutzwandelemente vergrößern, was zu einer weiter erhöhten Stabilität der Schutzwand führt. Vorteilhafter Weise ist das Aufstellflächenelement aus einem geeigneten Material mit einer Dicke von mindestens 10 mm gebildet.According to the invention it is further provided that the wall body of a protective wall element in the region of said cross-sectional enlargement on its underside has at least one flat Aufstellflächenelement, preferably at least two in the transverse direction of the protective wall element spaced apart Aufstellflächenelemente which is or is preferably located in the terminal region of the protective wall element or are. As a result, the corresponding impact area of the protective wall elements can be increased, which leads to a further increased stability of the protective wall. Advantageously, the Aufstellflächenelement is formed of a suitable material having a thickness of at least 10 mm.

Es ist erfindungsgemäß außerdem vorgesehen, dass das Aufstellflächenelement in der Längsrichtung ein Übermaß gegenüber einer Fläche der Endstirnseite des betreffenden Schutzwandelements aufweist. Die Stoßverbindung in Querrichtung erfährt so eine weitere Verstärkung durch die in Längsrichtung wirksame Verspannung (Verschraubung).It is also provided according to the invention that the Aufstellflächenelement in the longitudinal direction has an excess over a surface of the end face of the relevant protective wall element. The butt joint in the transverse direction thus undergoes further reinforcement by the tension acting in the longitudinal direction (screw connection).

Außerdem kann bei einer Weiterbildung der erfindungsgemäßen Schutzwand vorgesehen sein, dass der Wandkörper eines Schutzwandelements wenigstens eine Ausnehmung aufweist, die zur im Wesentlichen formschlüssigen Aufnahme eines Profilelements ausgebildet und dabei vorzugsweise im oberen Bereich der Schutzwandelemente angeordnet ist. Das genannte Profilelement ragt im aufgenommenen Zustand derart aus dem betreffenden Schutzwandelement heraus, dass es in der entsprechenden Ausnehmung eines benachbarten Schutzwandelements aufgenommen oder aufnehmbar ist. Die Anordnung des Profilelements, insbesondere in Form eines Bolzen, kann vorzugsweise lose erfolgen. Es bildet eine Verstärkung der Verbindung im Kopfbereich gegen seitliche Belastungen der Schutzwand.In addition, it can be provided in a development of the protective wall according to the invention that the wall body of a protective wall element has at least one recess which is formed for substantially positive reception of a profile element and is preferably arranged in the upper region of the protective wall elements. The said profile element protrudes in the received state out of the relevant protective wall element such that it is received or receivable in the corresponding recess of an adjacent protective wall element. The arrangement of the profile element, in particular in the form of a bolt, can preferably be carried out loosely. It forms a reinforcement of the connection in the head area against lateral loads of the protective wall.

Die Schutzwandelemente können aufgrund der lösbar-einstellbaren Verspannung untereinander in der Längsrichtung derart flexibel eingesetzt werden, dass Unebenheiten des Aufstelluntergrunds ausgeglichen werden, indem zwischen den Endstirnseiten der Schutzwandelemente ein Winkel > 0° zugelassen bzw. realisiert wird.Due to the releasably adjustable clamping, the protective wall elements can be used flexibly with one another in the longitudinal direction in such a way that unevenness of the set-up substrate is compensated for by permitting or realizing an angle of> 0 ° between the end faces of the protective wall elements.

Die Schutzwandelemente können aufgrund der lösbar-einstellbaren Verspannung wiederum untereinander in der Längsrichtung derart flexibel eingesetzt werden, dass Unebenheiten des Aufstelluntergrunds ausgeglichen werden, indem zwischen den Flächen der Endstirnseiten der Schutzwandelemente ein Winkel > 0° zugelassen bzw. realisiert wird. Die Aufstellung auf den erwähnten Fußelement erleichtert diese Art des Terrainausgleichs.Due to the releasably adjustable tension, the protective wall elements can again be used flexibly in the longitudinal direction with one another in such a way that unevenness of the installation surface is compensated for by permitting or realizing an angle of> 0 ° between the surfaces of the end face sides of the protective wall elements. The installation on the mentioned foot element facilitates this type of terrain compensation.

Eine andere Weiterbildung des Schutzwandelements zeichnet sich aus durch eine Ausnehmung in dem Wandkörper, wobei vorzugsweise im Bereich der Ausnehmung wenigstens ein erstes Anhebe- und Transportelement vorgesehen ist, um das Schutzwandelement leicht und sicher abheben, installieren und verladen zu können.Another development of the protective wall element is characterized by a recess in the wall body, wherein preferably in the region of the recess at least a first lifting and transport element is provided to lift the protective wall element easily and safely, install and loaded.

Eine andere Weiterbildung des Schutzwandelements ist dadurch gekennzeichnet, dass das horizontale Verbindungselement eine rinnenförmige Ausnehmung umfasst.Another development of the protective wall element is characterized in that the horizontal connecting element comprises a groove-shaped recess.

Vorzugsweise erstreckt sich die genannte Ausnehmung im Wesentlichen über die gesamte Längsschmalseite des Wandkörpers.Preferably, said recess extends substantially over the entire longitudinal narrow side of the wall body.

Eine wieder andere Weiterbildung des Schutzwandelements ist dadurch gekennzeichnet, dass die rinnenförmige Ausnehmung jeweils seitlich durch einen Schenkel eines L-Profilelements definiert ist, welches vorzugsweise in einem metallischen Werkstoff, wie Stahl, ausgebildet ist und dessen jeweils anderer Schenkel sich senkrecht zur Plattenebene des Schutzwandelements nach außen erstreckt. Die nach außen weisenden Schenkel des L-Profils stellen eine besondere Form der bereits erwähnten Querschnittsverbreiterung dar und können zum Aufstellen des Schutzwandelements dienen.Yet another development of the protective wall element is characterized in that the channel-shaped recess is defined laterally by a leg of an L-profile element, which is preferably formed in a metallic material such as steel, and whose respective other leg is perpendicular to the plate plane of the protective wall element extends outside. The outwardly facing legs of the L-profile represent a special form of the cross-sectional widening already mentioned and can serve to set up the protective wall element.

Außerdem kann vorgesehen sein, dass die rinnenförmige Ausnehmung weiterhin im Wesentlichen durch das Material des Wandkörpers selbst definiert ist.In addition, it can be provided that the channel-shaped recess is further defined essentially by the material of the wall body itself.

Weiterhin kann aus Gründen der Stabilität und Haltbarkeit vorgesehen sein, dass innerhalb des Wandkörpers - wenn dieser zumindest teilweise z.B. in Beton oder einem anderen geißfähigen und härtbaren Material ausgebildet ist - Bewehrungsstrukturen angeordnet sind, vorzugsweise aus Metall oder faserverstärktem Kunststoff, welche sich höchst vorzugsweise zumindest in Längsrichtung des Wandkörpers zwischen den vertikalen Verbindungselementen desselben erstrecken. Der Wandkörper kann jedoch auch zaunartig offen ausgebildet sein.Furthermore, for reasons of stability and durability, it may be provided that, within the wall body - if this is at least partially e.g. formed in concrete or other ductile and hardenable material - reinforcing structures are arranged, preferably of metal or fiber reinforced plastic, which most preferably extend at least in the longitudinal direction of the wall body between the vertical connecting elements thereof. However, the wall body can also be formed open fence-like.

Es kann auch vorgesehen sein, dass an der Oberseite des Wandkörpers, welche der genannten rinnenförmigen Ausnehmung gegenüber liegt, wenigstens ein zweites Anhebe- und Transportelement vorgesehen ist, vorzugsweise in Form einer Aussparung mit Gegenstück für einen Exzenter- oder Hakengreifer, um eine einfache Handhabbarkeit der Schutzwandelemente zu erreichen.It can also be provided that at least a second lifting and transport element is provided on the upper side of the wall body, which lies opposite the groove-shaped recess, preferably in the form of a recess with counterpart for an eccentric or hook gripper, in order to ensure easy handling To reach protective wall elements.

Eine wieder andere Weiterbildung des Schutzwandelements zeichnet sich aus durch wenigstens eine Vertiefung in der Außenfläche des Wandkörpers, in der zumindest ein Reflektorelement angeordnet ist. Reflektorelemente können insbesondere auch im Bereich der erwähnten nach außen weisenden Schenkel des L-Profils oder allgemein und ohne Beschränkung im Bereich der Querschnittsverbreitung angeordnet sein.Yet another development of the protective wall element is characterized by at least one recess in the outer surface of the wall body, in which at least one reflector element is arranged. Reflector elements can in particular also be arranged in the region of the mentioned outwardly pointing legs of the L-profile or in general and without restriction in the area of the cross-sectional distribution.

Der plattenförmige Wandkörper des erfindungsgemäßen Schutzwandelements besteht - wie erwähnt - vorzugsweise im Wesentlichen aus Beton, um die erforderliche Masse zur Aufnahme von hohen Aufprallenergien bereitzustellen. Die weiteren Bestandteile des Schutzwandelements sind im Rahmen einer anderen Weiterbildung der vorliegenden Erfindung ebenfalls vorzugsweise in einem metallischen Werkstoff, wie Stahl, ausgebildet, um für das Gesamtsystem die erforderliche Standsicherheit und Nachgiebigkeit beim Anprall von Fahrzeugen zur Vermeidung von Personenschäden zu gewährleisten.The plate-shaped wall body of the protective wall element according to the invention consists - as mentioned - preferably substantially of concrete, to provide the required mass to absorb high impact energy. The other components of the protective wall element are also preferably formed in a further development of the present invention in a metallic material, such as steel, in order to ensure the required stability and resilience in the impact of vehicles to avoid personal injury to the overall system.

In einer höchst bevorzugten Weiterbildung der vorliegenden Erfindung ist vorgesehen, dass sowohl die Aufstell- und Verbindungsvorrichtung als auch das Schutzwandelement einen Durchbruch aufweist. Die Vorspannung der so ermöglichten horizontalen Verschraubung von zwei Schutzwandelementen in Längsrichtung erfüllt im Falle eines Anpralls in spezieller Weise die allen Ausgestaltungen der vorliegenden Erfindung gemeine Funktion eines so genannten Zugbandes, welches dabei jeweils vorzugsweise im oberen Bereich der Schutzwandelemente realisiert ist.In a highly preferred embodiment of the present invention, it is provided that both the set-up and connecting device and the protective wall element has an opening. The prestressing of the horizontal screw connection of two protective wall elements in the longitudinal direction thus enabled, in the event of an impact, in a special way complies with all the embodiments of the present invention Function of a so-called drawstring, which is in each case preferably realized in the upper region of the protective wall elements.

Im unteren Bereich der einzelnen Schutzwandelemente sind im Zuge einer anderen Weiterbildung der Erfindung vorzugsweise die bereits erwähnten nach außen abgewinkelten L-Profilelemente angeordnet, deren im unteren Bereich der Schutzwandelemente nach außen weisender Schenkel auch befahrbar ist, um beim Anprall einem Kippen des Systems zusätzlich entgegenzuwirken.In the lower region of the individual protective wall elements, in the course of another development of the invention, the already mentioned outwardly angled L-shaped elements are preferably arranged, whose leg pointing outwards in the lower region of the protective wall elements is also passable, in order to additionally counteract tilting of the system during impact.

Innerhalb des Wandkörpers des Schutzwandelements sind Bewehrungsstrukturen vorgesehen, die vorzugsweise aus feuerverzinktem Stahl alternativ jedoch auch aus faserverstärktem Kunststoff oder dergleichen bestehen können.Within the wall body of the protective wall element reinforcing structures are provided which may preferably be made of hot-dip galvanized steel, but alternatively also of fiber-reinforced plastic or the like.

Im oberen Bereich der Schutzwandelemente können verschiedenartige Anhebe- und Transportelemente vorgesehen sein, worauf ebenfalls bereits hingewiesen wurde, welche einerseits die Montage oder Demontage der erfindungsgemäßen Schutzwand erleichtern und darüber hinaus auch Notmaßnahmen ermöglichen, beispielsweise den Ein- und Ausbau von Schutzwandelementen durch Notdienste wie THW, Feuerwehr oder dergleichen.Various lifting and transport elements may be provided in the upper area of the protective wall elements, as has already been pointed out, which on the one hand facilitate the assembly or disassembly of the protective wall according to the invention and, moreover, also permit emergency measures, for example the installation and removal of protective wall elements by emergency services such as THW, Fire department or the like.

Die Aufstellflächenelemente können insbesondere das Abfließen von Regenwasser ermöglichen.The Aufstellflächenelemente can in particular allow the outflow of rainwater.

Um die Erkennbarkeit einer erfindungsgemäßen Schutzwand bei Nacht zu verbessern, können in Längsrichtung rechtwinklig im Fußbereich und an der Senkrechten der Schutzwandelemente Reflektoren mit retroreflektierender Wirkung angebracht sein. Um die Haltbarkeit insbesondere bei Berührung der Schutzwand durch Lkw-Reifen zu verbessern, können die Reflektoren in Vertiefungen befestigt (verklebt und/oder verschraubt) sein, so dass ein Abscheren der Befestigungen weitestgehend ausgeschlossen ist. Ein bevorzugter Reflektorabstand in Längsrichtung beträgt 1,5 m.In order to improve the visibility of a protective wall according to the invention at night, reflectors with retroreflective effect can be mounted in the longitudinal direction at right angles in the foot region and on the vertical of the protective wall elements. To the durability especially when touching the protective wall To improve truck tires, the reflectors can be mounted in recesses (glued and / or screwed), so that a shearing off of the fortifications is largely excluded. A preferred reflector distance in the longitudinal direction is 1.5 m.

Im oberen Bereich der einzelnen Schutzwandelemente können Einrichtungen vorgesehen sein, um die vertikale Montage von aufzusetzenden Einrichtungen, wie Blendschutzelemente oder dergleichen, zu ermöglichen.In the upper region of the individual protective wall elements, means may be provided to enable the vertical mounting of devices to be placed, such as anti-glare elements or the like.

Das vorgeschlagene Schutzwandsystem zeichnet sich bei relativ geringem Gewicht und Volumen gegenüber anderen Systemen durch ökonomische Vorteile aus, welche insbesondere auf einem nur minimalen Verbrauch von Stahl und Beton beruhen, und erreicht dabei dennoch höchste Rückhaltewerte, um die Anforderungen der einschlägigen Normen zu erfüllen.The proposed bulkhead system, with relatively low weight and volume over other systems, has economic advantages, based in particular on a minimum consumption of steel and concrete, while still achieving the highest retention values to meet the requirements of the relevant standards.

Besonders die gegenüber vorbekannten Systemen erreichte Einsparung von Gewicht und Volumen ist für Transport und Montage von Vorteil, insbesondere bei mobilen und temporären Einsätzen.Especially the savings of weight and volume compared to previously known systems are advantageous for transport and assembly, especially in mobile and temporary applications.

Die erfindungsgemäßen Schutzwandelemente können ohne Beschränkung eine Länge von etwa 6 m bei einer Höhe von zirka 50 cm aufweisen. Die Lebensdauer derartiger Schutzwandelemente beträgt etwa 9 bis 12 Jahre, wobei etwa 3 bis 4 Einsätze pro Jahr im Rahmen verschiedener Projekte vorgesehen sind. Erfindungsgemäße Schutzwände können im Mittel 5.000 bis 7.000 m lang sein.Without limitation, the protective wall elements according to the invention may have a length of approximately 6 m at a height of approximately 50 cm. The lifetime of such protective wall elements is about 9 to 12 years, with about 3 to 4 inserts per year are provided in various projects. Protective walls according to the invention can be on average 5,000 to 7,000 m long.

Weitere Eigenschaften und Vorteile der vorliegenden Erfindung ergeben sich aus der nachfolgenden Beschreibung von Ausführungsbeispielen anhand der Zeichnung.

Figur 1
zeigt schematisch das grundlegende Verbindungskonzept einer ersten Ausgestaltung der erfindungsgemäßen Schutzwand mit Schutzwandelementen in offener Bauweise;
Figur 2
zeigt schematisch das grundlegende Verbindungskonzept der ersten Ausgestaltung der erfindungsgemäßen Schutzwand mit Schutzwandelementen in geschlossener Bauweise;
Figur 3
zeigt schematisch den Blick auf die Endstirnseite eines Schutzwandelements gemäß Figur 1;
Figur 4
zeigt in einer perspektivischen Gesamtansicht eine Weiterbildung des Schutzwandelements aus Figur 3;
Figur 5
zeigt im Querschnitt eine alternative Ausgestaltung eines erfindungsgemäßen Schutzwandelements;
Figur 6
zeigt perspektivisch einen ersten Schritt beim Verbinden zweier Schutzwandelemente gemäß Figur 4;
Figur 7
zeigt perspektivisch einen zweiten Schritt beim Verbinden zweier Schutzwandelemente gemäß Figur 4;
Figur 8
zeigt innerhalb eines erfindungsgemäßen Schutzwandelements vorhandene Bewehrungs- und Transportelemente in einer ersten Seitenansicht;
Figur 9
zeigt in einem erfindungsgemäßen Schutzwandelement vorhandene Transport- und Bewehrungselemente in einer zweiten Seitenansicht;
Figur 10
zeigt perspektivisch eine weitere Schutzwandstruktur aus zwei erfindungsgemäßen Schutzwandelementen;
Figur 11
zeigt mögliche Anordnungen von Reflektoren bei einer erfindungsgemäßen Schutzwand;
Figur 12
zeigt mögliche Anordnungen von Reflektoren bei einer erfindungsgemäßen Schutzwand;
Figur 13
zeigt mögliche Anordnungen von Reflektoren bei einer erfindungsgemäßen Schutzwand;
Figur 14
zeigt eine Konfiguration einer erfindungsgemäßen Schutzwand bei unebenem Aufstelluntergrund;
Figur 15
zeigt eine andere Konfiguration einer erfindungsgemäßen Schutzwand bei unebenem Aufstelluntergrund;
Figur 16
zeigt eine Seitenansicht einer erfindungsgemäße Ausgestaltung der Schutzwandelemente zur Schaffung einer Zug-Druckstoß-Verbindung;
Figur 17
zeigt die Schutzwandelemente aus Figur 16 in der Draufsicht;
Figur 18
zeigt eine Seitenansicht einer anderen speziellen Ausgestaltung der Schutzwandelemente zur Schaffung einer Zug-Druckstoß-Verbindung;
Figur 19
zeigt die Schutzwandelemente aus Figur 18 in der Draufsicht;
Further features and advantages of the present invention will become apparent from the following description of exemplary embodiments with reference to the drawing.
FIG. 1
shows schematically the basic connection concept of a first embodiment of the protective wall according to the invention with protective wall elements in open design;
FIG. 2
shows schematically the basic connection concept of the first embodiment of the protective wall according to the invention with protective wall elements in a closed design;
FIG. 3
schematically shows the view of the end face of a protective wall element according to FIG. 1 ;
FIG. 4
shows in a perspective overall view of a development of the protective wall element FIG. 3 ;
FIG. 5
shows in cross-section an alternative embodiment of a protective wall element according to the invention;
FIG. 6
shows in perspective a first step in connecting two protective wall elements according to FIG. 4 ;
FIG. 7
shows in perspective a second step in connecting two protective wall elements according to FIG. 4 ;
FIG. 8
shows within a protective wall element according to the invention existing reinforcement and transport elements in a first side view;
FIG. 9
shows in a protective wall element according to the invention existing transport and reinforcing elements in a second side view;
FIG. 10
shows in perspective another protective wall structure of two protective wall elements according to the invention;
FIG. 11
shows possible arrangements of reflectors in a protective wall according to the invention;
FIG. 12
shows possible arrangements of reflectors in a protective wall according to the invention;
FIG. 13
shows possible arrangements of reflectors in a protective wall according to the invention;
FIG. 14
shows a configuration of a protective wall according to the invention on uneven ground;
FIG. 15
shows a different configuration of a protective wall according to the invention on uneven ground;
FIG. 16
shows a side view of an inventive embodiment of the protective wall elements to create a train-pressure shock connection;
FIG. 17
shows the protective wall elements FIG. 16 in the plan view;
FIG. 18
shows a side view of another specific embodiment of the protective wall elements to provide a train-pressure shock connection;
FIG. 19
shows the protective wall elements FIG. 18 in the plan view;

In allen Figuren bezeichnen gleiche Bezugszeichen jeweils gleiche oder gleichwirkende Elemente.In all figures, like reference numerals designate the same or equivalent elements.

Figur 1 zeigt eine erfindungsgemäße Schutzwand 38, die aus mehreren miteinander verbundenen Schutzwandelementen 17 gebildet ist, von denen in Figur 1 nur zwei exemplarisch dargestellt sind. Die Schutzwandelemente 17 sind zur Schaffung der Schutzwand 38 auf einem Untergrund 3 aufgestellt und im Bereich der Endstirnseiten 19, 20 ihrer jeweiligen Wandkörper oder Wandkörperelemente 18 in einem Verbindungsbereich VB miteinander verbunden. Die Verbindung erfolgt mittels in Längsrichtung der Schutzwand 38 angeordneter bzw. wirksamer Spann-/Verbindungsmittel 39, welche insbesondere, jedoch ohne Beschränkung, als Schraubbolzen ausgebildet sein können. Die Spann-/Verbindungsmittel 39 können bezogen auf den Untergrund 3 im oberen und/oder mittleren und/oder unteren Bereich der Schutzwandelemente 17 angeordnet sein. Die Spann-/Verbindungsmittel 39 können außerdem bezogen auf eine vertikale Mittelachse (nicht explizit bezeichnet) der Schutzwandelemente 17 mittig und/oder außermittig angeordnet sein. FIG. 1 shows a protective wall according to the invention 38, which is formed of a plurality of interconnected protective wall elements 17, of which in FIG. 1 only two are shown as examples. The protective wall elements 17 are set up to create the protective wall 38 on a substrate 3 and in the area the end faces 19, 20 of their respective wall body or wall body elements 18 are connected together in a connecting region VB. The connection takes place by means of tensioning / connecting means 39 arranged or effective in the longitudinal direction of the protective wall 38, which can be designed in particular, but without limitation, as a threaded bolt. The clamping / connecting means 39 may be arranged relative to the substrate 3 in the upper and / or middle and / or lower region of the protective wall elements 17. The clamping / connecting means 39 may also be arranged centrally and / or eccentrically relative to a vertical central axis (not explicitly designated) of the protective wall elements 17.

Gemäß der Ausgestaltung in Figur 1 berühren sich die Schutzwandelemente 17 mit ihren glatt ausgebildeten, im aufgestellten Zustand im Wesentlichen senkrecht zum Untergrund 3 orientieren Endstirnseiten 19, 20 zur Schaffung der genannten Verbindung flächig und unmittelbar. Die bereits erwähnten Spann-/Verbindungsmittel 39 sorgen für eine kraftschlüssige Verbindung und fungieren als Bestandteil eines lösbar-einstellbaren Zugbandes, welches in die Schutzwandelemente 17 in Längsrichtung zur Schaffung der Schutzwand 38 gegeneinander verspannt. Auf die Anordnung der Spann-/Verbindungsmittel 39 wird weiter unten insbesondere anhand von Figur 3 noch genauer eingegangen.According to the embodiment in FIG. 1 touch the protective wall elements 17 with their smooth, in the erected state substantially perpendicular to the substrate 3 oriented end faces 19, 20 to create the said compound area and immediately. The already mentioned clamping / connecting means 39 provide a non-positive connection and act as part of a releasably adjustable drawstring, which clamped in the protective wall elements 17 in the longitudinal direction to create the protective wall 38 against each other. On the arrangement of the clamping / connecting means 39 will be described below in particular with reference to FIG. 3 discussed in more detail.

Die Schutzwandelemente 17 gemäß Figur 1 zeichnen sich durch eine so genannte offene Bauweise aus und besitzen - nach Art eines Zauns - Horizontalstreben 17a-c, welche in Längsrichtung der Schutzwand 38 orientiert sind. Diese Horizontalstreben 17a-c sind auch durch die Darstellung in Figur 3 gut zu entnehmen. Insbesondere können einige der genannten Horizontalstreben 17a, 17b im Querschnitt U-förmig ausgebildet und innerhalb des jeweiligen Schutzwandelements 17 unterschiedlich orientiert sein. In seinem dem Untergrund 3 zugewandten bzw. zuzuwendenden unteren Bereich weist das Schutzwandelement 17 eine Querschnittsverbreiterung 17d auf, wodurch an der Unterseite des Schutzwandelements 17 eine gegenüber dem Wandkörper 18 seitlich verbreiterte ebene Aufstellfläche gebildet ist, welche eine integrale Einheit mit dem restlichen Schutzwandelement 17 bildet.The protective wall elements 17 according to FIG. 1 are characterized by a so-called open design and have - in the manner of a fence - horizontal struts 17a-c, which are oriented in the longitudinal direction of the protective wall 38. These horizontal struts 17a-c are also indicated by the illustration in FIG FIG. 3 good to take. In particular, some of the said horizontal struts 17a, 17b may be U-shaped in cross-section and oriented differently within the respective protective wall element 17. In its lower region facing or facing the substrate 3, the protective wall element 17 has a cross-sectional widening 17d, whereby on the underside of the protective wall element 17 a flat mounting surface laterally widened relative to the wall body 18 is formed, which forms an integral unit with the remaining protective wall element 17.

Weiterhin ist der Figur 3 noch eine Vertikalstrebe 17e des beschriebenen Schutzwandelements 17 zu entnehmen, welche die bereits erwähnten Horizontalstreben 17a-c zaun- oder gatterartig miteinander verbindet. Derartige Vertikalstreben 17e finden sich in vorzugsweise regelmäßigen Abständen in Richtung der Längserstreckung des Schutzwandelements 17 gemäß Figur 1 und Figur 3.Furthermore, the FIG. 3 to take a vertical strut 17e of the described protective wall element 17, which the already mentioned horizontal struts 17a-c fence or gate-like connects. Such vertical struts 17e can be found in preferably regular intervals in the direction of the longitudinal extension of the protective wall element 17 FIG. 1 and FIG. 3 ,

An den Endstirnseiten 19, 20 sind jeweils plattenförmige, flächige Abschlusselemente 19', 20' angeordnet, über welche die einzelnen Schutzwandelemente 17 aneinander in Anlage treten. Gemäß der Darstellung in Figur 3 weisen diese Abschlusselemente 19', 20' zwischen verschiedenen Schutzwandelementen 17 miteinander fluchtende Verbindungsstrukturen in Form von Durchbrüchen 23 auf, welche zur Aufnahme der bereits erwähnten Spann- und Verbindungsmittel 39 dienen.At the end faces 19, 20 are each plate-shaped, flat termination elements 19 ', 20' are arranged, via which the individual protective wall elements 17 abut each other. As shown in FIG. 3 these termination elements 19 ', 20' between different protective wall elements 17 aligned connecting structures in the form of openings 23, which serve to receive the already mentioned clamping and connecting means 39.

Die Schutzwand 38 bzw. das Schutzwandelement 17 gemäß Figur 2 unterscheidet sich von der bislang angesprochenen Ausgestaltung gemäß der Figuren 1 und 3 durch die geschlossene Bauweise der einzelnen Schutzwandelemente 17 bzw. der entsprechenden Wandkörperelemente 18. Letztere bestehen vorzugsweise aus einer Stahlkonstruktion, die mit einem härtbaren Gussmaterial, wie Beton, mit innenliegender Bewehrung 42 gefüllt ist. Möglich ist auch die Verwendung von Faserbeton (faserverstärktem Beton), um eine verbesserte Elastizität zu erhalten. Zum Einbringen der Spann-/Verbindungsmittel 39 sind Ausnehmungen 26d in den Wandkörperelementen 18 vorgesehen, wie zeichnerisch dargestellt. Ansonsten entsprechen sich Ausgestaltung und Funktion der Schutzwände 38 gemäß den Figuren 1 und 2 weitestgehend.The protective wall 38 or the protective wall element 17 according to FIG. 2 differs from the previously discussed embodiment according to the FIGS. 1 and 3 The latter are preferably made of a steel construction which is filled with a hardenable casting material, such as concrete, with internal reinforcement 42. It is also possible to use fiber concrete (fiber reinforced concrete) to obtain improved elasticity. For introducing the clamping / connecting means 39 recesses 26 d are provided in the wall body elements 18, as shown in the drawing. Otherwise, the design and function of the protective walls 38 are in accordance with the Figures 1 and 2 much as possible.

Nachdem somit anhand der Figuren 1 bis 3 der grundsätzliche Konstruktionstyp der erfindungsgemäßen Schutzwand 38 konzeptuell erläutert wurden, wird nun anhand der Figuren 4 bis 7 auf konstruktive Details derjenigen Schutzwandelemente 17 näher eingegangen, welche bei einer Schutzwand gemäß der Figuren 1 und 3 vorzugsweise zum Einsatz kommen.Thus, according to the FIGS. 1 to 3 the basic construction type of the protective wall 38 according to the invention have been conceptually explained, will now be described with reference to FIGS. 4 to 7 on constructive details of those Protective wall elements 17 received in more detail, which in a protective wall according to the FIGS. 1 and 3 preferably used.

Figur 4 zeigt anhand einer perspektivischen Detailansicht nochmals genauer eine Ausgestaltung des Schutzwandelements 17 gemäß Figur 3. Es sei an dieser Stelle nur auf diejenigen konstruktiven Merkmale des Schutzwandelements 17 gemäß Figur 4 näher eingegangen, die in den Figuren 1 und 3 nicht dargestellt bzw. nicht erkennbar waren. FIG. 4 shows with reference to a perspective detail view again in more detail an embodiment of the protective wall element 17 according to FIG. 3 , It is at this point only to those constructive features of the protective wall element 17 according to FIG. 4 more detail in the FIGS. 1 and 3 not shown or were not recognizable.

Dies betrifft zunächst Reflektorelemente 28, 29, welche im Bereich der Querschnittsverbreiterung 17d oberseitig oder an den Horizontalstreben 17a, 17b seitlich angeordnet sein können.This initially relates to reflector elements 28, 29, which can be arranged laterally in the region of the cross-sectional widening 17d on the upper side or on the horizontal struts 17a, 17b.

Außerdem weist das Schutzwandelement 17 gemäß Figur 4 im jeweils oberen
Bereich der Endstirnseiten 19, 20 bzw. der betreffenden Abschlusselemente 19', 20' jeweils eine Ausnehmung 19", 20" mit rechteckigem Querschnitt auf, die zur im Wesentlichen formschlüssigen Aufnahme eines Profilelements 46 dient, welches Profilelement 46 erstmals in Figur 8 gezeigt ist. Die relativen Abmessungen des Profilelements 46 und der Ausnehmungen 19", 20" sind derart gewählt, dass das Profilelement 46 im aufgenommenen Zustand aus dem betreffenden Schutzwandelement herausragt, um das Schutzwandelement 17 durch Eingreifen in die entsprechende Ausnehmung eines benachbarten Schutzwandelements mit dem benachbarten Schutzwandelement zu verbinden. Dies erhöht die Querstabilität der geschaffenen Schutzwand. Vorzugsweise erfolgt abgesehen von der formschlüssigen Aufnahme in den Ausnehmungen 19", 20" keine weitere Fixierung des Profilelements 46, was den Aufbau der Schutzwand erleichtert. Weiterhin ist in Figur 4 noch dargestellt, dass das Schutzwandelement 17 im
Bereich der genannten Querschnittsvergrößerung 17d an seiner Unterseite 25 zwei flache, in Querrichtung des Schutzwandelements 17 voneinander beabstandete Aufstellflächenelemente 47 aufweist. Diese Aufstellflächenelemente 47 bestehen vorzugsweise aus einem geeigneten Material mit einer Materialdicke von mindestens 10 mm und erleichtern einerseits das Aufstellen des Schutzwandelements 17 auf unebenem Untergrund 3, wobei sie andererseits aufgrund ihrer flächig begrenzten Ausdehnung bei dem Durchtreten und Abfließen von Regenwasser oder dergleichen unterhalb des Schutzwandelements ermöglichen. Außerdem ergibt sich durch das Vorsehen der Aufstellflächenelemente 47 im Verbindungsbereich VB (vgl. Figuren 1 und 2) eine vergrößerte Antagefläche der Schutzwandelemente 17 in Querrichtung, was zusammen mit der vorgenommenen bzw. vorzunehmenden Längsverspannung der Schutzwandelemente 17 für eine verbesserte Verbindungsstabilität und Quersteifigkeit der erfindungsgemäßen Schutzwand 38 sorgt (sog. Druckstoß). Weiter unten ist anhand der Figuren 16 bis 19 noch genauer dargestellt wie die Aufstellflächenelemente beim Verbinden einzelner Schutzwandelemente 17 zu einer Schutzwand zusammenwirken können.
In addition, the protective wall element 17 according to FIG. 4 in the upper one
In each case a recess 19 ", 20" with a rectangular cross-section, which serves for the substantially positive reception of a profile element 46, which profile element 46 for the first time in FIG. 8 is shown. The relative dimensions of the profile element 46 and the recesses 19 ", 20" are selected such that the profile element 46 protrudes from the relevant protective wall element in the received state to connect the protective wall element 17 by engaging in the corresponding recess of an adjacent protective wall element with the adjacent protective wall element , This increases the transverse stability of the created protective wall. Preferably, apart from the positive reception in the recesses 19 ", 20" no further fixation of the profile element 46, which facilitates the construction of the protective wall. Furthermore, in FIG. 4 still shown that the protective wall element 17 in
Region of said cross-sectional enlargement 17 d on its underside 25 has two flat, spaced apart in the transverse direction of the protective wall element 17 Aufstellflächenelemente 47. These Aufstellflächenelemente 47 are preferably made of a suitable material with a material thickness of at least 10 mm and facilitate the one hand, the erection of the protective wall element 17 on uneven ground 3, while allowing on the other hand, due to their areal limited extent in the passage and drainage of rainwater or the like below the protective wall element , In addition, results from the provision of Aufstellflächenelemente 47 in the connection region VB (see. Figures 1 and 2 ) an enlarged Antagefläche the protective wall elements 17 in the transverse direction, which together with the made or to be carried longitudinal clamping of the protective wall elements 17 for improved connection stability and transverse rigidity of the protective wall 38 of the invention provides (so-called. Below is based on the FIGS. 16 to 19 shown in more detail how the Aufstellflächenelemente can cooperate when connecting individual protective wall elements 17 to a protective wall.

Figur 5 zeigt detailliert im Querschnitt eine alternative Ausgestaltung eines erfindungsgemäßen Schutzwandelements 17, welches eine geschlossene Bauweise mit einem entsprechenden Wandkörperelement 18 aufweist. Insbesondere kann der Zwischenraum zwischen zwei planparallel ausgebildeten, plattenartigen Horizontalstreben 17a mit einem geeigneten Füllmaterial gefüllt sein. Ansonsten entspricht die grundlegende Ausgestaltung im Wesentlichen derjenigen gemäß Figur 4. Insbesondere lässt sich im Hinblick auf die Figur 5 jedoch mit Gültigkeit auch für alle weiteren erfindungsgemäßen Schutzwandelemente 17 noch anmerken, dass diese regelmäßig im Bereich ihrer Höhe H größer ausgebildet sind als im Bereich ihrer Breite B, wobei die Breite der Schutzwandelemente 17 im Bereich der angesprochenen Querschnittsverbreiterung 17d (Bezugszeichen B') größer ist als die Breite B im Bereich des Wandkörperelements 18. FIG. 5 shows in detail in cross section an alternative embodiment of a protective wall element 17 according to the invention, which has a closed construction with a corresponding wall body element 18. In particular, the gap between two plane-parallel, plate-like horizontal struts 17a may be filled with a suitable filling material. Otherwise, the basic design essentially corresponds to that according to FIG. 4 , In particular, in view of the FIG. 5 however, with validity also for all further protective wall elements 17 according to the invention, it should be noted that they are regularly formed larger in the region of their height H than in the region of their width B, the width of the protective wall elements 17 being larger in the area of the mentioned cross-sectional widening 17d (reference symbol B ') as the width B in the region of the wall body element 18th

In Figur 6 ist nochmals detailliert der bereits anhand von Figur 4 angesprochene Sachverhalt beim Verbinden zweier Schutzwandelemente 17 mit Hilfe eines in die Ausnehmungen 19", 20" eingesetzten bzw. einzusetzenden Profilelements 46 dargestellt. Es soll in diesem Zusammenhang nur auf Einzelheiten der Figur 6 eingegangen werden, welche anhand von Figur 4 noch nicht dargestellt bzw. beschrieben wurden.In FIG. 6 is again detailed the already by means of FIG. 4 addressed facts when connecting two protective wall elements 17 by means of a recessed into the recesses 19 ", 20" inserted or used profile element 46. It is intended in this context only to details of FIG. 6 are received, which are based on FIG. 4 not yet shown or described.

Das Profilelement 46 ist als Hohlprofil mit rechteckigem Querschnitt ausgebildet, dessen Abmessungen im Wesentlichen den Abmessungen der Ausnehmungen 19", 20" entsprechen, um das Profilelement 46 im Wesentlichen formschlüssig in die Ausnehmungen 19", 20" einbringen zu können. An seiner Oberseite weist das Profilelement 46 eine vorspringende Anschlagstruktur 46a auf, welches mittig bezüglich seiner Längserstreckung des Profilelements angeordnet ist und dazu dient, eine maximale Eindringtiefe des Profilelements 46 in das betreffende Schutzwandelement 17 bzw. die darin vorgesehene Ausnehmung 19", 20" zu definieren. Die genannte vorspringende Struktur 46a wirkt mit komplementären Einschnitten 19"', 20"' im Bereich der Ausnehmungen 19", 20" zusammen, wobei die jeweilige Tiefe der Einschnitte 19"', 20"' im Wesentlichen gerade einer halben Erstreckung der Struktur 46a in Längsrichtung des Profilelements 46 entspricht. Somit ist die vorspringende Struktur 46a bei verbundenen Schutzwandelementen 17 vollständig innerhalb der kombinierten Einschnitte 19"', 20"' aufnehmbar.The profile element 46 is formed as a hollow profile with a rectangular cross-section, the dimensions of which essentially correspond to the dimensions of the recesses 19 ", 20", in order to be able to bring the profile element 46 essentially into the recesses 19 ", 20" in a form-fitting manner. At its top points the profiled element 46 has a projecting stop structure 46a which is arranged centrally with respect to its longitudinal extent of the profiled element and serves to define a maximum penetration depth of the profiled element 46 into the relevant protective wall element 17 or the recess 19 ", 20" provided therein. Said projecting structure 46a cooperates with complementary notches 19 "', 20"' in the region of the recesses 19 ", 20", wherein the respective depth of the notches 19 "', 20"' is substantially just half the extent of the structure 46a in FIG Longitudinal direction of the profile element 46 corresponds. Thus, the projecting structure 46a is completely receivable within the combined sipes 19 "', 20"' in the case of connected bulkhead elements 17.

Figur 7 zeigt die Schutzwandelemente 17 gemäß Figur 6 bei fortgeschrittener Zusammenführung unter Verwendung des Profilelements 46, wie weiter oben bereits beschrieben. FIG. 7 shows the protective wall elements 17 according to FIG. 6 in advanced merge using the profile element 46, as already described above.

Figur 8 zeigt eine Ausgestaltung des Schutzwandelements 17 vor einem Einbringen insbesondere von Beton zum Erzeugen des Wandkörpers 18, welcher entsprechend in Figur 8 nicht dargestellt ist. Im Innern des Schutzwandelements 17 sind zum einen in Längs- und in Querrichtung wirksame Bewehrungs- oder Armierungsstrukturen 42 bzw. 43 und zugehörige Haltestrukturen 44 vorgesehen, die beim Gießen des Wandkörpers mit eingegossen werden, um diesen die nötige Stabilität, insbesondere Zugfestigkeit, zu verleihen. Bei Bezugszeichen 35 ist wiederum das bereits erwähnte Abstandselement zu erkennen, welches mit der bereits erwähnten Haltestruktur 44 zusammenwirkt und zugleich die vorspringende Struktur 36 trägt. FIG. 8 shows an embodiment of the protective wall element 17 before an introduction in particular of concrete for producing the wall body 18, which according to in FIG. 8 not shown. In the interior of the protective wall element 17, effective reinforcing or reinforcing structures 42 and 43 and associated retaining structures 44 are provided on the one hand in the longitudinal and transverse direction, which are cast during casting of the wall body, in order to give them the necessary stability, in particular tensile strength. At reference numeral 35, in turn, the already mentioned spacer element can be seen, which cooperates with the already mentioned holding structure 44 and at the same time carries the projecting structure 36.

Nach Anbringen einer seitlichen Schalung wird das Schutzwandelement 17 gegenüber der Darstellung in Figur 24 auf den Kopf gestellt und in Richtung des Pfeils B mit dem Wandkörpermaterial, vorzugsweise Beton, gefüllt, bis dieses in etwa das Niveau N erreicht. Das Füllmaterial füllt dann den ganzen in Figur 24 schraffiert angedeuteten Bereich innerhalb des Schutzwandelements 17 mit Ausnahme des mit Bezugszeichen 26d bezeichneten Bereichs innerhalb des Elements 26c.After attaching a lateral formwork, the protective wall element 17 is compared with the representation in Figure 24 turned upside down and filled in the direction of arrow B with the wall body material, preferably concrete, until this reaches approximately the level N. The filling material then fills the entire region, indicated by hatching in FIG. 24, within the protective wall element 17, with the exception of the region designated by reference numeral 26d within the element 26c.

In Figur 9 ist das Schutzwandelement 17 nochmals vor dem Einfüllen des Füllmaterials dargestellt, wobei die Bezugszeichen denen in Figur 8 entsprechen. Gut erkennbar ist in Figur 9 noch das Stift- oder Bolzenelement 27b für das zweite Anhebe- und Transportelement 27. Die Querbewehrungen 43 erstrecken sich gemäß Figur 9 unter einem Winkel α = 45° bezüglich einer Mittelebene M des Schutzwandelements 17. Die Längsbewehrungen 42 sind in seitlichen Ausnehmungen 45 der Haltestruktur 44 aufgenommen.In FIG. 9 the protective wall element 17 is shown again before filling the filling material, wherein the reference numerals to those in FIG. 8 correspond. Well recognizable in FIG. 9 nor the pin or bolt element 27b for the second lifting and transport element 27. The transverse reinforcements 43 extend according to FIG. 9 at an angle α = 45 ° with respect to a median plane M of the protective wall element 17. The longitudinal reinforcements 42 are received in lateral recesses 45 of the support structure 44.

Figur 10 zeigt eine weitere Ausgestaltung, wobei jedoch das linke, endständige Schutzwandelement 17' der Schutzwand 38 als Schutzwandabschlusselement ausgebildet ist und als solches eine zu seinem freien Ende 17a' hin abnehmende Höhe H aufweist. Dort weist das Schutzwandelement 17' auch noch Befestigungsstrukturen 17b' in Form von Durchbrüchen zur Verankerung im Untergrund sowie eine bügelförmige Anhebeeinrichtung 17c' für den Transport auf. FIG. 10 shows a further embodiment, but wherein the left, terminal protective wall element 17 'of the protective wall 38 is formed as a protective wall terminating element and as such has a height H decreasing towards its free end 17a'. There, the protective wall element 17 'also still attachment structures 17 b' in the form of openings for anchoring in the underground and a bow-shaped lifting device 17c 'for transport.

Die Figuren 11 bis 13 verdeutlichen nochmals mögliche Anbringungen von Reflektoren 28, 29 bei erfindungsgemäßen Schutzwandelementen 17.The FIGS. 11 to 13 clarify again possible attachments of reflectors 28, 29 in inventive protective wall elements 17th

Den Figuren 14 und 15 ist zu entnehmen, wie sich bei einer erfindungsgemäßen Schutzwand 38 durch entsprechendes Einstellen des Zugbandes in Form der Spann-/Verbindungsmitteln 39 im Verlauf der Schutzwand 38 in der Vertikalen senkrecht zu ihrer Längserstreckung an Unebenheiten des Aufstell-Untergrunds 3 anpassen lässt.The FIGS. 14 and 15 can be seen as in a protective wall 38 according to the invention by appropriate adjustment of the tension band in the form of clamping / connecting means 39 in the course of the protective wall 38 in the vertical perpendicular to its longitudinal extent to unevenness of the Aufstell-subsurface 3 adapt.

Die Darstellung in Figur 14 stellt den Sachverhalt bei Aufstellung der Schutzwand 38 in einer Senke dar. Der eingezeichnete Winkel β zwischen den einzelnen Schutzwandelementen 17 beträgt β < 180°. Dies entspricht grundsätzlich einer Abweichung des Aufstell-Untergrunds 3 von der gestrichelt eingezeichneten Horizontalen HO bzw. einer beliebigen ebenen Bezugsfläche.The representation in FIG. 14 represents the situation when installing the protective wall 38 in a sink. The drawn angle β between the individual protective wall elements 17 is β <180 °. This corresponds in principle to a deviation of the footprint 3 from the dashed line horizontal HO or any flat reference surface.

Gemäß Figur 15 ist der Sachverhalt anders gelagert, hier befindet sich die Schutzwand 38 im Bereich einer Kuppe, so dass für den genannten Winkel gilt: β > 180°. Über entsprechende Einstellung des Zugbandes (anziehen bzw. lockern der Spann-/Verbindungsmittel 39) lässt sich trotz der auftretenden keilförmigen Lücke zwischen den Endstirnseiten 19, 20 der Schutzwandelemente sichere und wirksame Verspannung derselben gegeneinander erreichen. Das Fußelement 2 der Aufstell- und Verbindungsvorrichtung 1 sorgt für die notwendige Ausgleichsmöglichkeit in vertikaler Richtung.According to FIG. 15 If the situation is different, here is the protective wall 38 in the region of a dome, so that applies for the said angle: β> 180 °. By appropriate adjustment of the tension band (tighten or loosen the clamping / connecting means 39) can be despite the occurring wedge-shaped gap between the end faces 19, 20 of the protective wall elements secure and effective clamping of the same against each other. The foot element 2 of the installation and connection device 1 provides the necessary compensation possibility in the vertical direction.

Die Darstellung gemäß Figur 16 entspricht im Wesentlichen derjenigen in Figur 2, so dass nachfolgend nur auf einige Besonderheiten näher eingegangen werden soll:

  • Die Schutzwandelemente 17 gemäß Figur 16 besitzen an ihren Unterseiten im Stoßbereich jeweils mindestens ein Aufstellflächenelement 47, welches in Längsrichtung ein Stück weit über die Endstirnseite 19 bzw. 20 des jeweiligen Schutzwandelements 17 hervorsteht, so dass sich gemäß der Darstellung in Figur 39 ein lichter Abstand d zwischen den genannten Endstirnseiten 19, 20 ergibt, wenn die Aufstellflächenelemente 47 aneinander in Druckstoß-Anlage treten, was in Figur 16 durch das Bezugszeichen DS symbolisiert ist. Die Spann-/Verbindungsmittel 39 sorgen wiederum für die gewünschte Längsverspannung der Schutzwandelemente 17, so dass sich eine Zug-Druck-Verbindung ergibt.
The representation according to FIG. 16 is essentially the same as in FIG. 2 , so that only a few special features are explained below:
  • The protective wall elements 17 according to FIG. 16 have at their bottoms in the joint area in each case at least one Aufstellflächenelement 47, which in Extends longitudinally a little way over the end face 19 and 20 of the respective protective wall element 17, so that, as shown in Figure 39, a clear distance d between said end faces 19, 20 results when the Aufstellflächenelemente 47 contact each other in pressure surge plant, what in FIG. 16 symbolized by the reference DS. The clamping / connecting means 39 in turn ensure the desired longitudinal tension of the protective wall elements 17, so that there is a train-pressure connection.

Figur 17 zeigt denselben Sachverhalt zum besseren Verständnis nochmals in der Draufsicht. FIG. 17 shows the same facts for a better understanding again in plan view.

Die Konstruktion gemäß den Figuren 18 und 19 entspricht dagegen im Wesentlichen derjenigen gemäß den bereits beschriebenen Figuren 6 und 7, so dass auch hierauf grundsätzlich nicht weiter einzugehen ist. Abweichend von der Darstellung gemäß Figur 6 oder 7 ist jedoch auch gemäß den Figuren 18 und 19 vorgesehen, dass zwischen den Endstirnseiten 19, 20 der zu verbindenden Schutzwandelemente 17 ein Abstand d verbleibt, wenn sich die unterseitigen Aufstellflächenelemente 47 im Druckstoß DS befinden. Hiermit ergibt sich wiederum die bereits angesprochene Zug-Druck-Verbindung.The construction according to the FIGS. 18 and 19 On the other hand, it corresponds essentially to that according to those already described FIGS. 6 and 7 , so that on this principle is not to go further. Deviating from the illustration according to FIG. 6 or 7 is however also according to the FIGS. 18 and 19 provided that between the end faces 19, 20 of the protective wall elements 17 to be joined a distance d remains when the lower side Aufstellflächenelemente 47 are in the pressure surge DS. This in turn results in the already mentioned train-pressure connection.

Claims (5)

  1. Protective wall (38), composed of protective wall elements (17) connected to one another in the region of their end faces (19, 20), for safeguarding traffic routes, especially for temporary safeguarding in the region of building sites and for protecting persons or equipment next to the road, wherein the protective wall elements (17) have a panel-like, at least partly open or at least partly closed wall body (18), which wall body (18) has on its underside (25), which in the installed state of the protective wall (38) faces towards a substantially flat substrate (3), a portion of wider cross-section (17d, 32, 33) transverse with respect to the longitudinal extent of the relevant protective wall element, and in the wall body there is at least one connecting structure (23, 24) oriented substantially in the longitudinal direction of the relevant protective wall element, which connecting structure co-operates with a corresponding connecting structure of an adjacent protective wall element in such a way that, by introduction of a clamping and connecting means (39, 40), the adjacent protective wall elements are clamped or clampable against one another releasably adjustably in the longitudinal direction in the region of the said connecting structures,
    characterised in that
    the wall body (18) of a protective wall element (17) has on the underside (25), in the region of the said portion of wider cross-section (17d, 32, 33), at least one flat support surface element (47), and this support surface element (47) has, in the longitudinal direction of the relevant protective wall element, an overhang relative to a face (19', 20') of the end face (19, 20) of the relevant protective wall element.
  2. Protective wall (38) according to claim 1, characterised in that the wall body (18) of a protective wall element (17) has at least one recess (19", 20") which is arranged for substantially interlocking reception of a profile element (46), which profile element, in the received state, projects from the relevant protective wall element in such a way that it is received or receivable in the corresponding recess of an adjacent protective wall element.
  3. Protective wall (38) according to claim 1 or 2,
    characterised in that
    the wall body (18) is made in concrete, metal, plastics or combinations of those materials.
  4. Protective wall (38) according to any one of claims 1 to 3,
    characterised in that
    the clamping and connecting means (39, 40) is in the form of screw means.
  5. Protective wall (38) according to claim 1 to 4,
    characterised in that
    the wall body (18) has at least two support surface elements (47) spaced apart from one another in the transverse direction of the protective wall element, preferably in the end region of the protective wall element (17).
EP12174323.1A 2011-07-01 2012-06-29 Protective wall comprising individual protective wall elements for securing traffic routes Active EP2540913B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL12174323T PL2540913T3 (en) 2011-07-01 2012-06-29 Protective wall comprising individual protective wall elements for securing traffic routes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202011104387U DE202011104387U1 (en) 2011-07-01 2011-07-01 Protective wall made of individual protective wall elements to secure traffic routes

Publications (3)

Publication Number Publication Date
EP2540913A2 EP2540913A2 (en) 2013-01-02
EP2540913A3 EP2540913A3 (en) 2013-07-24
EP2540913B1 true EP2540913B1 (en) 2015-09-30

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Application Number Title Priority Date Filing Date
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EP (1) EP2540913B1 (en)
DE (1) DE202011104387U1 (en)
PL (1) PL2540913T3 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3842593A1 (en) 2019-12-27 2021-06-30 GP Spolka z Ograniczona Odpowiedzialnoscia Mobile safety barrier and method for assembling mobile safety barrier

Families Citing this family (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2626470A1 (en) * 2012-02-09 2013-08-14 Paver Costruzioni S.p.A. Integrated road barrier
ITPC20120003A1 (en) * 2012-02-09 2013-08-10 Fracasso S P A INTEGRATED ROAD BARRIER
ITPC20120004A1 (en) * 2012-02-09 2013-08-10 Fracasso S P A AUTOSTABLE ROAD BARRIER
DE202012003240U1 (en) 2012-03-30 2012-05-07 Horst Luther Protective wall and protective wall element for producing such
DE202012004889U1 (en) 2012-05-16 2012-07-03 Horst Luther Emergency opening for a mobile protective wall
DE202012009387U1 (en) 2012-10-01 2012-10-25 Horst Luther Device for connecting two mobile protective wall elements
DE202013000093U1 (en) 2013-01-09 2013-01-23 Horst Luther Installation and holding device for traffic facilities
DE202013103079U1 (en) 2013-07-11 2013-07-22 Horst Luther Connecting element for protective wall elements and mobile protective wall system
DE102013107462A1 (en) 2013-07-15 2015-01-15 Horst Luther Protective wall for securing driveways and protective wall element for such
DE102013107461A1 (en) 2013-07-15 2015-01-15 Horst Luther Protective wall for securing driveways and protective wall element for such
PL237583B1 (en) 2018-06-29 2021-05-04 Gp Spolka Z Ograniczona Odpowiedzialnoscia Mobile road barrier and method of assembling the mobile road barrier
DE102019117406A1 (en) * 2019-06-27 2020-12-31 Horst Luther Retaining element for a protective wall
CA3233005A1 (en) * 2021-11-11 2023-05-19 Valerio Salvatore AIELLO Modular road barrier

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0311015A1 (en) * 1987-10-05 1989-04-12 Sps Schutzplanken Gmbh Guard barrier structure
WO2007036239A1 (en) * 2005-09-26 2007-04-05 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraining system for limiting a roadways
US20100290832A1 (en) * 2009-05-13 2010-11-18 Bexar Concrete Works I, Ltd. Traffic barrier with quick-bolt connection system

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1908636U (en) 1964-10-16 1965-01-21 Siegener Ag Fuer Eisenkonstruk TRANSPORTABLE GUIDANCE DEVICE.
FR1555540A (en) 1967-06-28 1969-01-31
DE2640910C3 (en) 1976-09-10 1979-04-19 Arbel Industrie S.A., Douai, Nord (Frankreich) Protective wall serving as a noise protection wall and guiding device
DE3012681C2 (en) 1980-04-01 1985-04-25 Urlberger, Johann Baptist, 8750 Aschaffenburg Sliding threshold for securing traffic routes
DE9106411U1 (en) 1990-06-06 1991-08-14 conlastic &uarr;(R)&uarr; kautschuk vertriebsgesellschaft mbH, 4005 Meerbusch Separation threshold for road traffic areas
AU9015991A (en) 1991-12-10 1993-07-19 "Societe Commerciale Filtray's" Traffic divider and traffic dividing system using same
FR2714406B1 (en) * 1993-12-28 1996-03-15 Sabla Sa Prefabricated beam element for the formation of a safety barrier for road traffic and barrier obtained.
KR100510855B1 (en) 2004-03-15 2005-08-30 주식회사 우전그린 Prefabricated road median strip
DE202007001012U1 (en) 2006-11-27 2008-04-10 Avs Mellingen Gmbh Verkehrsleitwand
DE102007023788B3 (en) * 2007-05-21 2008-09-11 Spig Schutzplanken-Produktions-Gesellschaft Mbh & Co. Kg Steel threshold for motor vehicles
DE102007048304B3 (en) * 2007-10-08 2009-04-09 Heintzmann Sicherheitssysteme Gmbh & Co. Kg Vehicle restraint system
DE202010001863U1 (en) * 2010-02-05 2010-05-27 Adolf Nissen Elektrobau Gmbh + Co. Kg Verkehrsleitwand

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0311015A1 (en) * 1987-10-05 1989-04-12 Sps Schutzplanken Gmbh Guard barrier structure
WO2007036239A1 (en) * 2005-09-26 2007-04-05 Volkmann & Rossbach Gmbh & Co. Kg Vehicle restraining system for limiting a roadways
US20100290832A1 (en) * 2009-05-13 2010-11-18 Bexar Concrete Works I, Ltd. Traffic barrier with quick-bolt connection system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3842593A1 (en) 2019-12-27 2021-06-30 GP Spolka z Ograniczona Odpowiedzialnoscia Mobile safety barrier and method for assembling mobile safety barrier

Also Published As

Publication number Publication date
EP2540913A3 (en) 2013-07-24
EP2540913A2 (en) 2013-01-02
DE202011104387U1 (en) 2011-11-16
PL2540913T3 (en) 2016-04-29

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