EP1925733A1 - Joint between two concrete girders - Google Patents

Joint between two concrete girders Download PDF

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Publication number
EP1925733A1
EP1925733A1 EP07120229A EP07120229A EP1925733A1 EP 1925733 A1 EP1925733 A1 EP 1925733A1 EP 07120229 A EP07120229 A EP 07120229A EP 07120229 A EP07120229 A EP 07120229A EP 1925733 A1 EP1925733 A1 EP 1925733A1
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EP
European Patent Office
Prior art keywords
joint according
loops
joint
longitudinal
longitudinal sleepers
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
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EP07120229A
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German (de)
French (fr)
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EP1925733B1 (en
Inventor
Johannes Franz
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DW Schwellen GmbH
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DW Schwellen GmbH
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Publication of EP1925733A1 publication Critical patent/EP1925733A1/en
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Publication of EP1925733B1 publication Critical patent/EP1925733B1/en
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/32—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone with armouring or reinforcement
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
    • E01B3/28—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from concrete or from natural or artificial stone
    • E01B3/38—Longitudinal sleepers; Longitudinal sleepers integral or combined with tie-rods; Combined longitudinal and transverse sleepers; Layers of concrete supporting both rails

Definitions

  • the invention relates to a joint between two longitudinal sleepers made of concrete of a track grate according to the preamble of claim 1.
  • Such a joint is from the DE 297 00 893 U1 known.
  • the existing longitudinal concrete sleepers on their front sides on vertical recesses, in which a projecting into the respective longitudinal threshold holding element projects.
  • the holding elements of two adjacent longitudinal sleepers are connected to one another by connecting elements.
  • the recesses are filled with flowable concrete, so that after hardening of the concrete results in a stable bond between adjacent longitudinal sleepers.
  • the object of the invention is to provide a joint of the type mentioned, which allows an improved and possible crack-free composite between the longitudinal sleepers.
  • the mutually facing end faces of the longitudinal sleepers are profiled by a toothing.
  • the toothing acts as a tongue and groove joint in shear force transmission and limits the length of cracks (e.g., shrinkage cracks) that can occur in the grout.
  • the toothing is formed by horizontal or vertical grooves.
  • the toothing can also be formed by vertical and horizontal grooves.
  • the grooves can also by corresponding projections on the end faces a Toothing can be achieved.
  • the grooves preferably have a trapezoidal cross section, but may also have other cross sections.
  • the holding elements can be rod-shaped cast-in anchors made of steel and the fasteners Zulageeisen, which abut the dowels and fixedly connected to these, preferably welded.
  • holding elements can also consist of cast-in U-shaped loops, which are connected by at least one bracket and associated trailing arms as connecting elements.
  • the length of the individual longitudinal sleepers is, for example, 6 m, with the longitudinal sleepers a rigid threshold strand of, for example, 30 m can be produced.
  • Parallel to each other longitudinal sleepers may be connected at their ends and in between at corresponding intervals via transverse webs.
  • FIGS. 1 to 6 Shown in FIGS. 1 to 6 are joints between two concrete longitudinal sleepers 10 and 10A of a track grating.
  • the longitudinal sleepers 10 and 10A have at their ends in each case on the front side a vertical rectangular recess 4 or 4A.
  • the longitudinal sleepers 10 and 10A are further profiled by a toothing 12.
  • the toothing 12 is formed by superimposed horizontal grooves 1 and 1A with a trapezoidal cross-section.
  • the recesses 4 and 4A protrude holding elements, which are concreted into the respective longitudinal sleepers and interconnected by connecting elements.
  • the protruding into the recesses 4 and 4A holding elements consist of U-shaped loops 2 and 2A, which are arranged side by side and embedded in the longitudinal sleepers.
  • the loops 2 and 2A each have a vertically extending center leg 3, 3A, which runs parallel to the respective end face 11 or 11A of the longitudinal sleeper 10 or 10A.
  • the longitudinal sleepers 10 and 10A are aligned such that their end faces 11 and 11A have a distance of 4 cm.
  • two rectangular brackets 5 are used, the transverse legs 6 and 6A parallel and at a distance from the center legs 3 and 3A of the loops 2 and 2A, respectively. They are attached with binding wire to the outer legs of the loops 2 and 2A.
  • transverse bars 7 and 7A are used and secured with binding wire.
  • the crossbars 7, 7A extend from loop 2 or 2A to loop 2 or 2A.
  • the rectangular bracket 5 and the cross bars 7 and 7A are the connecting elements for connecting the running as a U-shaped loops 2 and 2A holding elements.
  • the holding elements protruding into the recesses 4 and 4A consist of rod-shaped, round dowels 8 and 8A made of steel, which are arranged side by side or one above the other and embedded in the longitudinal sleepers 10 and 10A.
  • two juxtaposed dowels 8 and 8A are provided in the two longitudinal sleepers 10 and 10A, while in the embodiment according to Figures 5 and 6 in each longitudinal sleeper 10 and 10A two superimposed dowels. 8 and 8A are concreted in.
  • these Versions consist of the connecting elements of alloying iron 9, which abut the dowels 8 and 8A and are welded to them.
  • the space between the longitudinal sleepers 10 and 10A is filled with flowable, non-shrinking concrete. After curing of the concrete, a stable bond between adjacent longitudinal sleepers is present.
  • the serrations on the end faces of the longitudinal sleepers can also have another suitable shape and also the holding and connecting elements can be configured accordingly differently.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Bridges Or Land Bridges (AREA)
  • Window Of Vehicle (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The joint has concrete-cast retainer units (2, 2A) projecting into vertical recesses (4, 4A) of track systems (10, 10A). The retainer units of adjacent track systems are connected with one another by connecting units (5, 7, 7A), where front surface of the track systems are molded by toothing (12, 12A). The toothing are formed by horizontal recesses in the front surfaces of the track systems.

Description

Die Erfindung betrifft eine Stoßstelle zwischen zwei aus Beton bestehenden Längsschwellen eines Gleisrostes nach dem Oberbegriff des Anspruchs 1.The invention relates to a joint between two longitudinal sleepers made of concrete of a track grate according to the preamble of claim 1.

Eine derartige Stoßstelle ist aus der DE 297 00 893 U1 bekannt. Dort wiesen die aus Beton bestehenden Längsschwellen an ihren Stirnseiten vertikale Aussparungen auf, in die ein in die jeweilige Längsschwelle einbetoniertes Halteelement ragt. Die Halteelemente zweier benachbarter Längsschwellen werden durch Verbindungselemente miteinander verbunden. Nach dem Ausrichten der Längsschwellen werden die Aussparungen mit fließfähigem Beton ausgefüllt, so dass sich nach dem Aushärten des Betons ein stabiler Verbund zwischen benachbarten Längsschwellen ergibt. Obwohl eine derartige Stoßstelle einen dauerhaften und sicheren Verbund ermöglicht, können im Vergussbeton besonders an den glatten Stirnflächen der Längsschwellen Risse (z.B. Schwindrisse) entstehen.Such a joint is from the DE 297 00 893 U1 known. There, the existing longitudinal concrete sleepers on their front sides on vertical recesses, in which a projecting into the respective longitudinal threshold holding element projects. The holding elements of two adjacent longitudinal sleepers are connected to one another by connecting elements. After aligning the longitudinal sleepers, the recesses are filled with flowable concrete, so that after hardening of the concrete results in a stable bond between adjacent longitudinal sleepers. Although such a joint allows a durable and secure bond, cracks (eg shrinkage cracks) can occur in the grouting concrete, especially on the smooth end faces of the longitudinal sleepers.

Aufgabe der Erfindung ist es, eine Stoßstelle der eingangs genannten Art zu schaffen, die einen verbesserten und möglichst rissfreien Verbund zwischen den Längsschwellen ermöglicht.The object of the invention is to provide a joint of the type mentioned, which allows an improved and possible crack-free composite between the longitudinal sleepers.

Diese Aufgabe wird durch eine Stoßstelle mit den Merkmalen des Anspruchs 1 gelöst. Zweckmäßige Weiterbildungen und vorteilhafte Ausführungsformen der Erfindung sind Gegenstand der Unteransprüche.This object is achieved by a joint with the features of claim 1. Advantageous developments and advantageous embodiments of the invention are the subject of the dependent claims.

Bei der erfindungsgemäßen Stoßstelle sind die einander zugewandeten Stirnflächen der Längsschwellen durch eine Zahnung profiliert. Zusammen mit einem Vergussbeton wirkt die Zahnung bei der Querkraftübertragung wie eine Verbindung aus Nut und Feder und begrenzt die Länge von Rissen (z.B. Schwindrisse), die im Vergussbeton entstehen können.In the joint according to the invention, the mutually facing end faces of the longitudinal sleepers are profiled by a toothing. Along with a grouting concrete, the toothing acts as a tongue and groove joint in shear force transmission and limits the length of cracks (e.g., shrinkage cracks) that can occur in the grout.

In einer besonders vorteilhaften Ausführung ist die Zahnung durch horizontale oder vertikale Nuten gebildet. Die Zahnung kann aber auch durch vertikale und horizontale Nuten gebildet sein. Anstelle der Nuten kann auch durch entsprechende Vorsprünge an den Stirnflächen eine Zahnung erreicht werden. Die Nuten haben vorzugsweise einen trapezförmigen Querschnitt, können jedoch auch andere Querschnitte aufweisen.In a particularly advantageous embodiment, the toothing is formed by horizontal or vertical grooves. The toothing can also be formed by vertical and horizontal grooves. Instead of the grooves can also by corresponding projections on the end faces a Toothing can be achieved. The grooves preferably have a trapezoidal cross section, but may also have other cross sections.

In einer einfach herstellbaren und kostengünstigen Ausführung können die Halteelemente stabförmige einbetonierte Dübel aus Stahl und die Verbindungselemente Zulageeisen sein, die an den Dübeln anliegen und mit diesen fest verbunden, vorzugsweise verschweißt sind.In a simple to produce and cost-effective design, the holding elements can be rod-shaped cast-in anchors made of steel and the fasteners Zulageeisen, which abut the dowels and fixedly connected to these, preferably welded.

Die Halteelemente können aber auch aus einbetonierten U-förmigen Schlaufen bestehen, die durch mindestens einen Bügel und dazugehörige Quereisen als Verbindungselemente miteinander verbunden sind.But the holding elements can also consist of cast-in U-shaped loops, which are connected by at least one bracket and associated trailing arms as connecting elements.

Die Länge der einzelnen Längsschwellen beträgt beispielsweise 6m, wobei mit den Längsschwellen ein starrer Schwellenstrang von beispielsweise 30 m hergestellt werden kann. Parallel zueinander verlaufende Längsschwellen können an ihren Enden und dazwischen in entsprechenden Abständen über Querstege miteinander verbunden sein.The length of the individual longitudinal sleepers is, for example, 6 m, with the longitudinal sleepers a rigid threshold strand of, for example, 30 m can be produced. Parallel to each other longitudinal sleepers may be connected at their ends and in between at corresponding intervals via transverse webs.

Weitere Besonderheiten und Vorzüge der Erfindung ergeben sich aus der folgenden Beschreibung eines bevorzugten Ausführungsbeispiels anhand der Zeichnung. Es zeigen:

Figur 1
ein erstes Ausführungsbeispiel einer Stoßstelle in einer Draufsicht;
Figur 2
die Stoßstelle von Figur 1 in einem Vertikalschnitt entlang der Linie I-I von Figur 1 ;
Figur 3
ein zweites Ausführungsbeispiel einer Stoßstelle in einer Draufsicht;
Figur 4
die Stoßstelle von Figur 3 in einem Vertikalschnitt entlang der Linie I-I von Figur 3;
Figur 5
ein drittes Ausführungsbeispiel einer Stoßstelle in einer Draufsicht und
Figur 6
die Stoßstelle von Figur 5 in einem Vertikalschnitt entlang der Linie I-I von Figur 5.
Other features and advantages of the invention will become apparent from the following description of a preferred embodiment with reference to the drawings. Show it:
FIG. 1
a first embodiment of a joint in a plan view;
FIG. 2
the joint of Figure 1 in a vertical section along the line II of Figure 1 ;
FIG. 3
a second embodiment of a joint in a plan view;
FIG. 4
the joint of Figure 3 in a vertical section along the line II of Figure 3;
FIG. 5
a third embodiment of a joint in a plan view and
FIG. 6
the joint of Figure 5 in a vertical section along the line II of Figure 5.

In den Figuren 1 bis 6 sind Stoßstellen zwischen zwei aus Beton bestehenden Längsschwellen 10 und 10A eines Gleisrostes gezeigt. Die Längsschwellen 10 und 10A weisen an ihren Enden jeweils stirnseitig eine vertikale rechteckige Aussparung 4 bzw. 4A auf. An den einander zugewandten Stirnflächen 11 und 11A sind die Längsschwellen 10 und 10A ferner durch eine Zahnung 12 profiliert. Bei der gezeigten Ausführung wird die Zahnung 12 durch übereinander angeordnete horizontale Nuten 1 bzw. 1A mit einem trapezförmigen Querschnitt gebildet. In die Aussparungen 4 und 4A ragen Halteelemente, die in die jeweiligen Längsschwellen einbetoniert und durch Verbindungselemente miteinander verbunden sind.Shown in FIGS. 1 to 6 are joints between two concrete longitudinal sleepers 10 and 10A of a track grating. The longitudinal sleepers 10 and 10A have at their ends in each case on the front side a vertical rectangular recess 4 or 4A. At the mutually facing end faces 11 and 11A, the longitudinal sleepers 10 and 10A are further profiled by a toothing 12. In the embodiment shown, the toothing 12 is formed by superimposed horizontal grooves 1 and 1A with a trapezoidal cross-section. In the recesses 4 and 4A protrude holding elements, which are concreted into the respective longitudinal sleepers and interconnected by connecting elements.

Bei der in den Figuren 1 und 2 dargestellten Ausführung bestehen die in die Aussparungen 4 und 4A ragenden Halteelemente aus U-förmigen Schlaufen 2 und 2A, die nebeneinander angeordnet und in die Längsschwellen einbetoniert sind. Die Schlaufen 2 und 2A weisen jeweils einen vertikal verlaufenden Mittelschenkel 3, 3A auf, welcher parallel zu der jeweiligen Stirnfläche 11 bzw. 11A der Längsschwelle 10 bzw. 10A verläuft.In the embodiment shown in Figures 1 and 2, the protruding into the recesses 4 and 4A holding elements consist of U-shaped loops 2 and 2A, which are arranged side by side and embedded in the longitudinal sleepers. The loops 2 and 2A each have a vertically extending center leg 3, 3A, which runs parallel to the respective end face 11 or 11A of the longitudinal sleeper 10 or 10A.

Zur Montage werden die Längsschwellen 10 und 10A derart ausgerichtet, dass deren Stirnflächen 11 und 11A einen Abstand von 4 cm aufweisen. Dann werden zwei rechteckige Bügel 5 eingesetzt, deren Querschenkel 6 und 6A parallel und im Abstand zu den Mittelschenkeln 3 und 3A der Schlaufen 2 bzw. 2A verlaufen. Sie werden mit Bindedraht an den Außenschenkeln der Schlaufen 2 und 2A befestigt. An jedem Eckpunkt der Schlaufen 2 und 2A und der Bügel 5 werden Quereisen 7 und 7A eingesetzt und mit Bindedraht befestigt. Die Quereisen 7, 7A verlaufen von Schlaufe 2 bzw. 2A zu Schlaufe 2 bzw. 2A. Die rechteckigen Bügel 5 und die Quereisen 7 und 7A stellen die Verbindungselemente zur Verbindung der als U-förmige Schlaufen 2 und 2A ausgeführten Halteelemente dar.For mounting, the longitudinal sleepers 10 and 10A are aligned such that their end faces 11 and 11A have a distance of 4 cm. Then two rectangular brackets 5 are used, the transverse legs 6 and 6A parallel and at a distance from the center legs 3 and 3A of the loops 2 and 2A, respectively. They are attached with binding wire to the outer legs of the loops 2 and 2A. At each corner of the loops 2 and 2A and the bracket 5 transverse bars 7 and 7A are used and secured with binding wire. The crossbars 7, 7A extend from loop 2 or 2A to loop 2 or 2A. The rectangular bracket 5 and the cross bars 7 and 7A are the connecting elements for connecting the running as a U-shaped loops 2 and 2A holding elements.

Bei den in den Figuren 3 bis 6 dargestellten Ausführungen bestehen die in die Aussparungen 4 und 4A ragenden Halteelemente aus stabförmigen, runden Dübeln 8 und 8A aus Stahl, die nebeneinander oder übereinander angeordnet und in die Längsschwellen 10 und 10A einbetoniert sind. Bei dem in den Figuren 3 und 4 gezeigten Ausführungsbeispiel sind in den beiden Längsschwellen 10 und 10A jeweils zwei nebeneinander angeordnete Dübel 8 bzw. 8A vorgesehen, während bei der Ausführung gemäß der Figuren 5 und 6 in jeder Längsschwelle 10 und 10A zwei übereinander liegende Dübel 8 und 8A einbetoniert sind. Bei diesen Ausführungen bestehen die Verbindungselemente aus Zulageeisen 9, die an den Dübeln 8 und 8A anliegen und mit diesen verschweißt sind.In the embodiments illustrated in FIGS. 3 to 6, the holding elements protruding into the recesses 4 and 4A consist of rod-shaped, round dowels 8 and 8A made of steel, which are arranged side by side or one above the other and embedded in the longitudinal sleepers 10 and 10A. In the embodiment shown in Figures 3 and 4, two juxtaposed dowels 8 and 8A are provided in the two longitudinal sleepers 10 and 10A, while in the embodiment according to Figures 5 and 6 in each longitudinal sleeper 10 and 10A two superimposed dowels. 8 and 8A are concreted in. In these Versions consist of the connecting elements of alloying iron 9, which abut the dowels 8 and 8A and are welded to them.

Nach dem Ausrichten der Längsschwellen 10 und 10A wird der Zwischenraum zwischen den Längsschwellen 10 und 10A mit fließfähigem, schwindfreiem Beton aufgefüllt. Nach dem Aushärten des Betons ist ein stabiler Verbund zwischen benachbarten Längsschwellen vorhanden.After aligning the longitudinal sleepers 10 and 10A, the space between the longitudinal sleepers 10 and 10A is filled with flowable, non-shrinking concrete. After curing of the concrete, a stable bond between adjacent longitudinal sleepers is present.

Die Erfindung ist nicht auf die vorstehend beschriebenen und in der Zeichnung dargestellten Ausführungsbeispiele beschränkt. So können die Zahnungen an den Stirnflächen der Längsschwellen auch eine andere geeignete Form aufweisen und auch die Halte- und Verbindungselemente können entsprechend anders ausgestaltet sein.The invention is not limited to the embodiments described above and shown in the drawing. Thus, the serrations on the end faces of the longitudinal sleepers can also have another suitable shape and also the holding and connecting elements can be configured accordingly differently.

Claims (11)

Stoßstelle zwischen zwei aus Beton bestehenden Längsschwellen (10, 10A) eines Gleisrostes, wobei jede Längsschwelle (10, 10A) stirnseitig eine vertikale Aussparung (4, 4A) aufweist, in jede Aussparung (4, 4A) mindestens ein in die jeweilige Längsschwelle (10, 10A) einbetoniertes Halteelement (2, 2A; 8, 8A) ragt und die Halteelemente (2, 2A; 8, 8A) zweier benachbarter Längsschwellen (10, 10A) durch Verbindungselemente (5, 7, 7A; 9) miteinander verbunden sind, dadurch gekennzeichnet, dass die einander zugewandten Stirnflächen (11, 11A) der Längsschwellen (10, 10A) durch eine Zahnung (12, 12A) profiliert sind.Joint between two longitudinal sleepers (10, 10A) made of concrete of a track grating, each longitudinal sleeper (10, 10A) having a vertical recess (4, 4A) at its end, into each recess (4, 4A) at least one into the respective longitudinal sleeper (10, 10A) 10A), the holding elements (2, 2A, 8A, 8A) of two adjacent longitudinal sleepers (10, 10A) are connected to one another by connecting elements (5, 7, 7A, 9), characterized in that the mutually facing end faces (11, 11A) of the longitudinal sleepers (10, 10A) are profiled by a toothing (12, 12A). Stoßstelle nach Anspruch 1, dadurch gekennzeichnet, dass die Zahnung (12, 12A) durch horizontale und/oder vertikale Nuten (1, 1A) in den Stirnflächen (11, 11A) der Längsschwellen (10, 10A) gebildet ist.Joint according to claim 1, characterized in that the toothing (12, 12A) by horizontal and / or vertical grooves (1, 1A) in the end faces (11, 11A) of the longitudinal sleepers (10, 10A) is formed. Stoßstelle nach Anspruch 2, dadurch gekennzeichnet, dass die Nuten (1, 1A) einen trapezförmigen Querschnitt aufweisen.Joint according to claim 2, characterized in that the grooves (1, 1A) have a trapezoidal cross-section. Stoßstelle nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Haltelemente stabförmige einbetonierte Dübel (8, 8A) und die Verbindungselemente Zulageeisen (9) sind, die an den Dübeln (9) anliegen und mit diesen fest verbunden sind.Joint according to one of claims 1 to 3, characterized in that the holding elements rod-shaped embedded anchors (8, 8A) and the connecting elements zulageeisen (9), which rest against the dowels (9) and are firmly connected thereto. Stoßstelle nach Anspruch 4, dadurch gekennzeichnet, dass die Zulageeisen (9) mit den Dübeln (8, 8A) verschweißt sind.Joint according to claim 4, characterized in that the supply iron (9) with the dowels (8, 8A) are welded. Stoßstelle nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Haltelemente aus einbetonierten U-förmigen Schlaufen (2, 2A) bestehen, die durch mindestens einen Bügel (5) und Quereisen (7, 7A) als Verbindungselemente miteinander verbunden sind.Joint according to one of claims 1 to 3, characterized in that the holding elements made of cast-in U-shaped loops (2, 2A), which are connected by at least one bracket (5) and transverse iron (7, 7A) as connecting elements. Stoßstelle nach Anspruch 6, dadurch gekennzeichnet, dass zwei rechteckige Bügel (5) vorgesehen sind, die jeweils zwei Schlaufen (2, 2A) benachbarter Längsschwellen (10, 10A) zugeordnet sind.Joint according to claim 6, characterized in that two rectangular brackets (5) are provided, each associated with two loops (2, 2A) of adjacent longitudinal sleepers (10, 10A). Stoßstelle nach Anspruch 6 oder 7, dadurch gekennzeichnet, dass die Querschenkel (6, 6A) des mindestens einen Bügels (5) im Abstand zu den Mittenschenkeln (3, 3A) der Schlaufen (2, 2A) verlaufen und an jedem Eckpunkt des mindestens einen Bügels (5) und der Schlaufen (2, 2A) ein Quereisen (7, 7A) angeordnet ist.Joint according to claim 6 or 7, characterized in that the transverse limbs (6, 6A) of the at least one bracket (5) extend at a distance from the middle limbs (3, 3A) of the loops (2, 2A) and at each corner point of the at least one Ironing (5) and the loops (2, 2A) is arranged a transverse iron (7, 7A). Stoßstelle nach einem der Ansprüche 6 bis 8, dadurch gekennzeichnet, dass die Querschenkel (6, 6A) des mindestens einen Bügels (5) und die Mittenschenkel (3, 3A) der Schlaufen (2, 2A) vertikal verlaufen.Joint according to one of claims 6 to 8, characterized in that the transverse legs (6, 6A) of the at least one bracket (5) and the middle legs (3, 3A) of the loops (2, 2A) extend vertically. Stoßstelle nach einem der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass die Aussparungen (4, 4A) mit Beton ausgefüllt sind.Joint according to one of claims 1 to 9, characterized in that the recesses (4, 4A) are filled with concrete. Stoßstelle nach einem der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass die Stossstellen zweier parallel verlaufender Längsschwellen (10, 10A) über Querstege miteinander zur Bildung eines Gleisrostes verbunden sind.Joint according to one of claims 1 to 10, characterized in that the joints of two parallel longitudinal sleepers (10, 10A) are connected to each other via transverse webs to form a track grating.
EP07120229A 2006-11-17 2007-11-08 Joint between two concrete girders Expired - Fee Related EP1925733B1 (en)

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DE202006017671U DE202006017671U1 (en) 2006-11-17 2006-11-17 Joint between two longitudinal sleepers made of concrete

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EP1925733A1 true EP1925733A1 (en) 2008-05-28
EP1925733B1 EP1925733B1 (en) 2010-05-12

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AT (1) ATE467723T1 (en)
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Publication number Priority date Publication date Assignee Title
CN110761121A (en) * 2019-09-19 2020-02-07 中铁第四勘察设计院集团有限公司 Assembly type ballastless track structure and longitudinal connecting structure thereof

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DE202005020020U1 (en) * 2005-12-22 2006-02-23 Edilon Gmbh Transverse force coupling for rail support plates has depression formed on front surface of each rail support plate

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EP1925733B1 (en) 2010-05-12
DE502007003717D1 (en) 2010-06-24
ATE467723T1 (en) 2010-05-15
DE202006017671U1 (en) 2008-03-27

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