CN108560331A - A kind of Novel sleeper of encased steel plate - Google Patents
A kind of Novel sleeper of encased steel plate Download PDFInfo
- Publication number
- CN108560331A CN108560331A CN201810227212.1A CN201810227212A CN108560331A CN 108560331 A CN108560331 A CN 108560331A CN 201810227212 A CN201810227212 A CN 201810227212A CN 108560331 A CN108560331 A CN 108560331A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- sleeper
- encased
- encased steel
- concrete
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 74
- 239000010959 steel Substances 0.000 title claims abstract description 74
- 241001669679 Eleotris Species 0.000 title claims abstract description 59
- 239000000203 mixture Substances 0.000 claims abstract description 14
- 239000002131 composite material Substances 0.000 claims abstract description 11
- 239000000835 fiber Substances 0.000 claims abstract description 6
- 238000012946 outsourcing Methods 0.000 claims abstract description 4
- 238000005336 cracking Methods 0.000 abstract description 8
- 238000005452 bending Methods 0.000 abstract description 5
- 238000007906 compression Methods 0.000 abstract description 4
- 230000006835 compression Effects 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 230000007812 deficiency Effects 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 230000008719 thickening Effects 0.000 abstract 1
- 239000011241 protective layer Substances 0.000 description 5
- 239000011159 matrix material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention discloses a kind of novel compositions sleeper of encased steel plate, which is made of the steel plate and internal fill concrete of outsourcing.Encased steel plate is arranged in the top surface, bottom surface and side of sleeper, also serves as template.Sleeper top surface steel plate disconnects at rail support groove, and bottom surface and side encased steel plate carry out local thickening in rail support groove section, and confined concrete is formed in rail support groove section.Encased steel plate transmits interface shear stress with built-in concrete by shear connector, and composite sleeper inner concrete ontology is equipped with distributing bar and anticracking steel fibre.The advantage of the invention is that：The novel compositions sleeper overcome the deficiencies in the prior art of the encased steel plate of proposition, it is easy for construction, it is relatively low relative to steel sleeper cost, and with higher bending resistance, resistance to compression, cracking resistance, improve the durability of sleeper, the maintenance cycle of extension wire.
Description
Technical field
The present invention relates to railroad track technical fields, and in particular to a kind of novel compositions sleeper of encased steel plate.
Background technology
Sleeper is placed under rail, is supporting rail and rail load is spread the important component in railway roadbed, be iron
One of rail road chief component.Sleeper should play the role of fixed location of rail and keep gauge, should also have centainly
Elasticity and insulating properties, and ensure firm reliable and enough service life.Sleeper is had by the classification of its material：Sleeper, concrete crosstie,
Steel sleeper etc..Sleeper is a kind of sleeper that railway uses earliest, elasticity and good insulating, have many advantages, such as it is light-weight, easy to process,
But it is easy by mechanical failure, not fire resisting, short intolerant to burn into service life, therefore using less in modern railways.Steel sleeper was once
It is widely used on Germany and Switzerland's railway, bearing load simple with production process is big, firmly hold gauge,
The advantages that larger vertically and horizontally resistance can be provided, but its steel using amount is big, cost of manufacture is high, and it is big to be easy to corrosion, noise, so making
It is limited by larger with range.Concrete crosstie service life is long, track stability is good, can meet high speed, large conveying quantity requirement, because
This countries in the world railway Ballast track generally uses concrete crosstie.But concrete crosstie also will appear transverse crack, longitudinal crack, tight
Weight chip off-falling, rail support groove and pillow base concrete conquassation etc. diseases, when serious even occur sleeper fracture, crack perforation cause sleeper to lose
Effect, jeopardizes traffic safety.
CN102864698A discloses a kind of armored concrete railroad sleeper, and its underpart is armored concrete matrix, top
For steel protective layer.A pair of of mounting seat is set on steel protective layer, rail is fixed by fastener.In train operation, due to
Elasticity between rail and steel protective layer is very poor, and train, rail and sleeper will produce prodigious vibration and noise.
CN102864698A also proposes to fill crash roll between armored concrete matrix and steel protective layer.Based on subtracting vibration isolation principle,
Though the stability of the crash roll energy reinforcing steel bar concrete substrate of filling, will increase train, rail and steel protective layer instead
Vibration and noise, bring adverse effect to driving.In addition the type sleeper cannot still solve armored concrete matrix cracking and pressure
Routed problem.
Invention content
The purpose of the present invention is to provide a kind of novel compositions sleeper of encased steel plate, overcome the deficiencies in the prior art is simultaneous
Have the advantages of concrete crosstie and steel sleeper, improves bending resistance, resistance to compression, cracking resistance and the durability of sleeper.
The technical scheme is that：A kind of novel compositions sleeper of encased steel plate, the composite sleeper include the steel of outsourcing
Plate and internal fill concrete；The encased steel plate is arranged in the top surface, bottom surface and side of sleeper, also serves as template；Covered with Angles
Plate transmits interface shear stress with built-in concrete by shear connector.
Encased steel plate is arranged in the top surface, bottom surface and side of sleeper, and rail support groove section bottom surface and side steel plate locally thicken.
Bottom surface is a monoblock steel plate with side encased steel plate, and by being bent to form flute profile, top surface steel plate is logical with side steel plate
It crosses and is welded to connect.
The composite sleeper top surface steel plate disconnects at rail support groove.
Encased steel plate top plate and bottom plate is equipped with shear connector with side wall inner surfaces, between shear connector form may be used
Every the peg of 10-15cm, floor can also be used.
Composite sleeper inner concrete ontology is equipped with anticracking steel fibre.
The advantage of the invention is that：The composite sleeper energy overcome the deficiencies in the prior art of the encased steel plate of proposition, construction party
Just, relatively low relative to steel sleeper cost, and there is preferable bending resistance, resistance to compression, cracking resistance and durability.Furthermore, it is possible to reduce existing
There is the area of section of concrete sleeper, the sleeper section of rule can also be used.In turn, it due to the protection of encased steel plate, avoids
Sleeper cracking and chip off-falling, improve the durability of sleeper, the maintenance cycle of extension wire.
Description of the drawings
Fig. 1 is the skiagraph of the embodiment of the present invention 1；
Fig. 2 is the plan view of the embodiment of the present invention 1；
Fig. 3 is the rail lower section figure of the embodiment of the present invention 1；
Fig. 4 is the pillow middle section figure of the embodiment of the present invention 1；
Fig. 5 is the skiagraph of the embodiment of the present invention 2；
Fig. 6 is the plan view of the embodiment of the present invention 2；
Fig. 7 is the stirrup layout drawing of the present invention.
In figure：100- encased steel plates, 110- pegs, 120- floors, 200- concrete, 300- distributing bars, 310- stirrups,
400- anticracking steel fibres.
Specific implementation mode
With reference to example and with reference to attached drawing, the invention will be further described.
Embodiment 1
The present invention provides a kind of novel compositions sleeper of encased steel plate, to improve the bending resistance of sleeper, resistance to compression, cracking resistance and
Durability.As shown in Figs 1-4, the present embodiment includes the steel plate 100 and inner concrete 200 of outsourcing.Encased steel plate 100 is arranged in
Top surface, side and the bottom surface of sleeper also serve as template, while can improve the bending resistance of sleeper, cracking resistance.Composite sleeper bottom surface and
Side encased steel plate 100 locally thickeies 0.5-1cm in rail support groove section, and top surface steel plate disconnects at rail support groove.In encased steel plate 100
Top plate, side plate and baseplate inner surface pass through welding peg shear connector 110, adjacent peg interval 10-15cm be set.Peg conduct
Shear connector can transmit encased steel plate and wrap up the interface shear stress between concrete.
Distributing bar 300 is set on the top, middle part and lower position of composite sleeper, distributing bar 300 is straight line configuration.
For the position of fixture construction reinforcing bar 300, several stirrups 310, distributing bar 300 and stirrup are horizontally arranged in distributing bar
310 phases are bound, and see Fig. 7.It is internally provided with anticracking steel fibre 400 in the composite sleeper, this anticracking steel fibre can effectively subtract
The cracking of concrete built in few sleeper.
The construction procedure of the novel compositions sleeper of this encased steel plate is as follows：
Encased steel plate 100 is made, in the top plate of encased steel plate 100, side plate and baseplate inner surface weld stud shear connector 110.
It arranges distributing bar 300, stirrup 310 and the binding of distributing bar 300 is formed into framework of steel reinforcement.
Arrange anticracking steel fibre 400.
Casting concrete forms the novel compositions sleeper of encased steel plate.
Embodiment 2
As seen in figs. 5-6, in this embodiment, the shear connector between encased steel plate 100 and built-in concrete 200 is adopted
With the form of floor shear connector 120, top surface, side, bottom surface encased steel plate shear connector be staggeredly arranged, remaining structure with
Reinforcing plan is consistent with embodiment 1.
The embodiment of invention described above, is not intended to limit the scope of the present invention..It is any in this hair
Modifications, equivalent substitutions and improvements etc. made by within bright spirit and principle should be included in the claim protection of the present invention
Within the scope of.
Claims (6)
1. a kind of novel compositions sleeper of encased steel plate, it is characterised in that：The composite sleeper includes the steel plate of outsourcing（100）With it is interior
Portion's fill concrete（200）；The encased steel plate（100）It is arranged in the top surface, bottom surface and side of sleeper, also serves as template；Outside
Steel plated（100）With built-in concrete（200）Interface shear stress is transmitted by shear connector.
2. the novel compositions sleeper of encased steel plate according to claim 1, it is characterised in that：Encased steel plate（100）It is arranged in
Top surface, bottom surface and the side of sleeper, rail support groove section bottom surface and side steel plate locally thicken.
3. the novel compositions sleeper of encased steel plate according to claim 1, it is characterised in that：Bottom surface and side encased steel plate
（100）For a monoblock steel plate, by being bent to form flute profile, top surface steel plate is with side steel plate by being welded to connect.
4. the novel compositions sleeper of encased steel plate according to claim 1, it is characterised in that：The composite sleeper top surface steel
Plate disconnects at rail support groove.
5. the novel compositions sleeper of encased steel plate according to claim 1, it is characterised in that：Encased steel plate（100）Top plate, bottom
Plate is equipped with shear connector with side wall inner surfaces, and the peg of interval 10-15cm may be used in shear connector form（110）,
Floor may be used（120）.
6. the novel compositions sleeper of encased steel plate according to claim 1, it is characterised in that：Composite sleeper inner concrete sheet
Body is equipped with anticracking steel fibre（400）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810227212.1A CN108560331B (en) | 2018-03-20 | 2018-03-20 | Novel sleeper wrapped with steel plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810227212.1A CN108560331B (en) | 2018-03-20 | 2018-03-20 | Novel sleeper wrapped with steel plates |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108560331A true CN108560331A (en) | 2018-09-21 |
| CN108560331B CN108560331B (en) | 2024-05-03 |
Family
ID=63532783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810227212.1A Active CN108560331B (en) | 2018-03-20 | 2018-03-20 | Novel sleeper wrapped with steel plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108560331B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB190523013A (en) * | 1905-11-09 | 1906-10-04 | Jasper Lucius Catlett | Improvements in and relating to Railroad Ties or Sleepers. |
| CN101046075A (en) * | 2006-03-29 | 2007-10-03 | 中铁八局集团有限公司 | No-circulating reinforced truss for double-block sleeper and its production process |
| CN101063286A (en) * | 2006-04-30 | 2007-10-31 | 上海磁浮交通工程技术研究中心 | Track structure of magnetic floating traffic and manufacturing method therefor |
| CN103147363A (en) * | 2011-12-06 | 2013-06-12 | 乐昌市安捷铁路轨枕有限公司 | Special sleeper for tram rail |
| CN208104911U (en) * | 2018-03-20 | 2018-11-16 | 华东交通大学 | A kind of Novel sleeper of encased steel plate |
-
2018
- 2018-03-20 CN CN201810227212.1A patent/CN108560331B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB190523013A (en) * | 1905-11-09 | 1906-10-04 | Jasper Lucius Catlett | Improvements in and relating to Railroad Ties or Sleepers. |
| CN101046075A (en) * | 2006-03-29 | 2007-10-03 | 中铁八局集团有限公司 | No-circulating reinforced truss for double-block sleeper and its production process |
| CN101063286A (en) * | 2006-04-30 | 2007-10-31 | 上海磁浮交通工程技术研究中心 | Track structure of magnetic floating traffic and manufacturing method therefor |
| CN103147363A (en) * | 2011-12-06 | 2013-06-12 | 乐昌市安捷铁路轨枕有限公司 | Special sleeper for tram rail |
| CN208104911U (en) * | 2018-03-20 | 2018-11-16 | 华东交通大学 | A kind of Novel sleeper of encased steel plate |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108560331B (en) | 2024-05-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP2503057B1 (en) | Longitudinal sleeper and damping railway system thereof | |
| WO2012079526A1 (en) | Prestressed concrete track slab of slab-type ballastless track | |
| WO2013029530A1 (en) | Ballastless track system | |
| CN204370310U (en) | A kind of two dimension waveform steel and concrete combined bridge deck | |
| CN105887586A (en) | Low implantation line double-wire section terminal spine type bearing rail beam limiting structure in medium and low speed magnetic levitation transportation engineering | |
| WO2017185917A1 (en) | Inter-segment limiting structure having clawed ends for track-bearing beam in single track section of low-set line of mid-to-low speed magnetic levitation transportation project | |
| CN201648880U (en) | Longitudinal sleeper and shock absorbing track system | |
| CN208104911U (en) | A kind of Novel sleeper of encased steel plate | |
| CN207091835U (en) | A kind of cast-in-place sleeper plate-type ballastless track | |
| CN105421159A (en) | Plate type ballastless track | |
| CN103306167A (en) | Double-layer bidirectional pre-tensioned track plate | |
| CN108560331A (en) | A kind of Novel sleeper of encased steel plate | |
| CN204959485U (en) | Rail fastener and rail fastener system | |
| CN208266590U (en) | A kind of novel steel reinforced concrete combined track plate | |
| CN208009250U (en) | Gauge lines plate-type ballastless track is covered on a kind of steel truss girder bridge | |
| CN202107951U (en) | Pre-tensioned prestressing track slab for ballastless track | |
| CN202194031U (en) | Large unit type track plate for ballastless tracks | |
| CN209384032U (en) | A kind of bridging type connection reinforcing structure of concrete filled steel tube and sleeper block | |
| CN202323564U (en) | Pretensioning type prestress track composite plate | |
| CN102296492A (en) | Pre-tensioned prestressed track board of non-ballast track | |
| CN108221501B (en) | Novel steel-concrete combined track slab | |
| CN208201498U (en) | A kind of high-speed rail fragment-free track slab structure | |
| RU2671893C1 (en) | Electrically isolating non-convertible rail button joint | |
| CN205223748U (en) | Solid forging fixed railway frog for railway | |
| CN102296491A (en) | Post-tensioned prestressed track board of non-ballast track |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |