EP3008244A1 - Prestressed concrete sleeper - Google Patents
Prestressed concrete sleeperInfo
- Publication number
- EP3008244A1 EP3008244A1 EP14738347.5A EP14738347A EP3008244A1 EP 3008244 A1 EP3008244 A1 EP 3008244A1 EP 14738347 A EP14738347 A EP 14738347A EP 3008244 A1 EP3008244 A1 EP 3008244A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- concrete
- protection device
- impact protection
- concrete sleeper
- sleeper
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
- E01B3/46—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails made from different materials
-
- 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
- E01B3/36—Composite sleepers
Definitions
- the invention relates to a concrete sleeper for a track body according to the
- the concrete sleeper consists of a concrete body, which has a reinforcement.
- the reinforcement may be biased or unbiased.
- the object of the invention is therefore to provide a concrete sleeper of the type mentioned, with which the mentioned disadvantages can be avoided, and which are well suited for the subordinate track track.
- the impact protection device can absorb part of the locally incident energy or to a large one
- the invention further relates to a method for producing a concrete sleeper according to claim 13.
- the object of the invention is therefore further to provide a method by which an advantageous concrete sleeper is easy to manufacture.
- Fig. 1 shows a preferred embodiment of a concrete sleeper in supervision
- Fig. 2 shows the preferred embodiment of a concrete sleeper as a section in Side view
- FIG. 3 shows the section along the line A-A in Fig. 2.
- FIG. 4 shows the section along the line B-B in FIG. 2.
- a concrete sleeper 1 is a concrete sleeper 1 for a track body, with a concrete kör per 2.
- a concrete sleeper 1 is a
- Concrete body 2 is usually reinforced, the reinforcement in particular
- Clamping elements 8 may include.
- the concrete sleeper 1 serves to support the rails of the track body and generally has at least two
- Receiving areas 5, wherein the rails can be fixed in the receiving areas 5 on the concrete sleeper 1.
- the concrete sleeper 1 comprises a flat impact protection device 3, and that the impact protection device 3 - seen in the operating position - is arranged in the region of an upper side 4 of the concrete body 2.
- Impact protection device 3 are arranged in the region of an intended for the operating position top 4 of the concrete body 2.
- the impact protection device 3 is a device or device which protects the concrete body 2 against the impact of the impacting wheels or at least reduces the effects.
- the impact protection device 3 can stop or prevent the propagation of cracks in the concrete body 2 of the concrete sleeper 1.
- the impact protection device 3 can counteract an expansion of the crack, ie a broadening of the crack, whereby the corrosion protection for the reinforcement by the concrete body 2 can continue to be ensured.
- the impact protection device 3 can also counteract a, in particular extensive, chipping of the concrete on the upper side 4.
- the impact protection device 3 may in this case be formed of a material which is tougher and more ductile than the concrete body 2.
- the top 4 of the concrete body 2 is in this case that side of the concrete body 2, which in the operating position of the concrete sleeper 1, ie in an installed position in
- the concrete body 2 arranged flat impact protection device 3 By in the area of the top 4 the concrete body 2 arranged flat impact protection device 3, the formation of cracks and / or the propagation of cracks can be prevented from the top 4 in the remaining concrete body 2, whereby the concrete sleeper 1 continues to be used safely and does not need to be replaced.
- the fact that the impact protection device 3 is planar means in this case preferably that the spatial extent of the impact protection device 3 extends substantially along the surface of the upper side 4 or substantially parallel to the upper side 4.
- Prestressed concrete sleeper is formed.
- at least one prestressed tensioning element 8 can be arranged, which ensures a continuous pressure load of the concrete body 2 in control operation.
- prestressed clamping element 8 is supported by means of an anchor and / or directly by bonding with the concrete on just this, and thereby transfers forces to the surrounding concrete body 2. It is preferably provided that the
- other materials such as glass fiber strands or carbon fiber strands may be provided.
- the clamping elements 8 in direct bond with the concrete body 2 of the
- the concrete sleeper 1 can be designed, in particular, as a monoblock sleeper.
- a monoblock threshold is a concrete sleeper 1 with a continuous concrete body 2.
- monoblock sleepers are generally comprised as prestressed concrete sleepers
- Clamping elements 8 is formed.
- Two-block threshold is formed.
- a two-block threshold of the concrete body 2 is divided into two blocks, each block has a receiving area 5.
- the two blocks are connected to a connecting device, in particular a steel beam, which ensures a constant distance between the two blocks. Because the occurring in the individual blocks Bending loads are low, the reinforcement in the bi-block threshold can be slack, so not biased trained.
- the blocks of the bi-block threshold may be formed of prestressed concrete, ie prestressed
- the impact protection device 3 is arranged within the concrete body 2.
- Impact protection device 3 may be formed in particular similar to an additional reinforcement, which is penetrated by the concrete body 2 and the
- the area of the concrete body 2 penetrated by the impact protection device 3 becomes more ductile and in particular impact-resistant.
- the concrete sleeper 1 can be manufactured particularly easily and can not be distinguished from other concrete sleepers in terms of maintenance.
- the area of the concrete body 2 in which the impact protection device 3 is arranged is shown hatched in FIGS. 1, 2 and 4.
- the impact protection device 3 may further be completely embedded in the concrete body 2.
- the impact protection device 3 - seen in the operating position - may be arranged only in an upper half of the concrete body 2.
- the impact protection device 3 is embedded in the concrete body 2 without tension.
- a method for producing the concrete sleeper 1 is provided for a track body, wherein the impact protection device 3 is introduced into a mold and then into the mold a concrete for forming at least a part of the concrete body 2 of the concrete sleeper 1 is introduced.
- the casting mold may in this case be, in particular, a long bed.
- the concrete sleeper 1 is produced according to a conventional long-bed method, wherein additionally prior to the introduction of the concrete into the casting mold the impact protection device 3 introduced into the mold, in particular is inserted.
- the production method for an advantageously constructed concrete sleeper 1 can hardly be more expensive than for a conventional concrete sleeper.
- Impact protection device 3 is introduced.
- the concrete body 2 is poured in a casting process.
- the upper side 4 of the concrete body 2 has two receiving areas 5 for rails, and that the impact protection device 3 is arranged at least adjacent to the receiving areas 5.
- Receiving areas 5 serve to support the rails of the track body, wherein the receiving areas 5 have fastener receiving means 9, which
- angle guide plates can be arranged in the receiving areas 5.
- a section through one of the receiving areas 5 is shown in FIG.
- the receiving areas have 5 beads 10, which are provided for at least indirectly guiding the rails, in particular by means of angle guide plates.
- the beads 10 can hereby
- the impact protection device 3 in the region of the beads 10, particularly preferably in the at least one elevation 11, be arranged. In this case, a chipping of the elevation 11 and an associated unreliable guidance of the rails can be counteracted.
- the impact protection device 3 may extend at the upper side 4 from one of the receiving areas 5 to the other of the receiving areas 5, and from the two receiving areas 5 substantially to the respective end faces 6 of the concrete body 2.
- the impact protection device 3 in particular completely protect those areas of the top 4, which are not covered by the rails and their attachments, such as the angle guide plates. This is exemplified in the in Fig. 2.
- the receiving areas 5 are free of the impact protection device 3.
- the impact protection device 3 can be made smaller and thus gentler on material.
- the fastener receptacles 9 can thereby be introduced unhindered by the impact protection device 3 into the concrete body 2.
- the impact protection device 3 starting from the top 4 along at least one longitudinal side 7 of the
- Impact protection device 3 along the surface extends, as shown in Fig. 4. This can also be on the top 4 adjacent areas of the concrete body 2, which can be hit by the wheels, with the
- Impact protection device 3 may be provided.
- the impact protection device 3 is arranged between the upper side 4 of the concrete body 2 and the clamping elements 8 of the concrete sleeper 1.
- the concrete sleeper 1 may according to the preferred embodiment have a plurality of clamping elements 8, which
- Impact protection device 3 can be effected in an advantageous manner that the propagation of a crack from the surface of the concrete body 2 to the
- Clamping elements 8 can be prevented. This would be one up to the
- Clamping elements 8 would be limited in the sequence. Even with a reaching to the clamping elements 8 crack, the impact protection device 3 can counteract widening of the crack, whereby the crack remains low irrespective of its depth in width, and thereby a leakage of moisture can be counteracted to the clamping elements 8.
- the impact protection device 3 is arranged only in the region between the upper side 4 of the concrete body 2 and the clamping elements 8 of the concrete sleeper 1. In this way, in the manufacturing process, first the impact protection device 3 and then the clamping elements 8 are introduced into the mold, the impact protection device 3 the
- clamping elements 8 the
- Impact protection device 3 penetrate, wherein the impact protection device 3 in particular extends in addition to a region below the clamping elements 8.
- the impact protection device 3 is at least partially formed lattice-shaped and / or tissue-shaped.
- the impact protection device 3 may be designed in particular similar to a reinforcing grid.
- the impact protection device 3 could be formed as a fabric, in particular comprising stitches.
- the impact protection device 3 can further be designed in particular as a three-dimensional fabric. In this case, the impact protection device 3 particularly well from the concrete body. 2
- Impact protection device 3 makes especially ductile and impact resistant.
- the lattice-shaped and / or tissue-shaped impact protection device 3 has a mesh width between 1 mm and 50 mm, in particular between 3 mm and 20 mm.
- the lattice-shaped and / or tissue-shaped impact protection device 3 in particular have a plurality of apertures which are bounded by the bars or the fibers of the tissue.
- the mesh size of the impact protection device 3 can in particular the diameter of the openings of the
- the mesh size can be in particular the diameter of the inscribed circle of the openings.
- the impact protection device 3 may in particular be formed in one piece.
- the impact protection device 3 may for example be formed from a plurality of mutually welded reinforcing bars, which together form a one-piece reinforcing grid.
- the impact protection device 3 comprises a plurality of reinforcing elements.
- a reinforcing element may in this case be a coherent grid or a coherent fabric.
- the reinforcing elements may be formed as a three-dimensional grid or fabric.
- the impact protection device 3 comprises a plurality of superimposed layers of reinforcing elements.
- the layers of the reinforcing elements can be arranged at a distance from one another in the concrete body 2.
- the layers can in particular run parallel to the surface of the concrete body 2. hereby
- an impact protection device 3 extending in all three spatial directions can be formed from a multiplicity of easily formed reinforcement elements.
- the reinforcing elements may further be spaced apart by means of spacers. This can be an accurate positioning of the reinforcing elements.
- Reinforcement elements are achieved during the casting process of the concrete.
- the distance between two adjacent reinforcing elements is half times to twice the thickness of a
- the impact protection device 3 has a thickness between 0.5 cm and 15 cm, in particular between 1 cm and 5 cm. The thickness can be measured normal to the immediately adjacent surface. It has been shown that in this thickness range of
- Impact protection device 3 this unfolds a particularly reliable effect, but still can be easily formed.
- the impact protection device 3 forms a part of the surface of the upper side 4 of the concrete body 2.
- a layer of the reinforcing elements may be embedded directly in the surface of the upper side 4 of the concrete body 2.
- the protection against cracks can already take place on the surface, whereby the formation of cracks can already be counteracted.
- the impact protection device 3 is formed of a corrosion-resistant material.
- the corrosion-resistant materials may in particular glass fibers, glass fiber fabric, plastic,
- the near-surface impact protection device 3 can be designed to be particularly durable and reliable. Furthermore, the size of a chipping can be kept low.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA474/2013A AT514379B1 (en) | 2013-06-12 | 2013-06-12 | prestressed concrete sleeper |
PCT/AT2014/000116 WO2014197916A1 (en) | 2013-06-12 | 2014-05-27 | Prestressed concrete sleeper |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3008244A1 true EP3008244A1 (en) | 2016-04-20 |
EP3008244B1 EP3008244B1 (en) | 2017-09-27 |
Family
ID=51176004
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP14738347.5A Active EP3008244B1 (en) | 2013-06-12 | 2014-05-27 | Prestressed concrete sleeper |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP3008244B1 (en) |
AT (1) | AT514379B1 (en) |
HU (1) | HUE036993T2 (en) |
WO (1) | WO2014197916A1 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102022127736A1 (en) | 2022-10-20 | 2024-04-25 | Schwihag Ag | Box threshold |
Family Cites Families (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE233936C (en) * | ||||
US1425686A (en) * | 1920-07-02 | 1922-08-15 | George H Pegram | Composite railway tie |
US1645514A (en) * | 1927-04-11 | 1927-10-18 | Arthur L Adamy | Railroad tie |
US1696662A (en) * | 1928-03-19 | 1928-12-25 | Harold A Wills | Railroad crosstie |
AT405197B (en) * | 1990-01-30 | 1999-06-25 | Porr Allg Bauges | Track and track substructure for rail-bound vehicles |
AT509242A1 (en) * | 2009-12-15 | 2011-07-15 | Kirchdorfer Fertigteilholding Gmbh | prestressed concrete beam |
US8342420B2 (en) * | 2010-10-27 | 2013-01-01 | Roberts Jr Richard W | Recyclable plastic structural articles and method of manufacture |
-
2013
- 2013-06-12 AT ATA474/2013A patent/AT514379B1/en active
-
2014
- 2014-05-27 HU HUE14738347A patent/HUE036993T2/en unknown
- 2014-05-27 EP EP14738347.5A patent/EP3008244B1/en active Active
- 2014-05-27 WO PCT/AT2014/000116 patent/WO2014197916A1/en active Application Filing
Non-Patent Citations (1)
Title |
---|
See references of WO2014197916A1 * |
Also Published As
Publication number | Publication date |
---|---|
AT514379B1 (en) | 2015-04-15 |
AT514379A1 (en) | 2014-12-15 |
WO2014197916A1 (en) | 2014-12-18 |
EP3008244B1 (en) | 2017-09-27 |
HUE036993T2 (en) | 2018-08-28 |
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