CN208104911U - A kind of Novel sleeper of encased steel plate - Google Patents
A kind of Novel sleeper of encased steel plate Download PDFInfo
- Publication number
- CN208104911U CN208104911U CN201820373549.9U CN201820373549U CN208104911U CN 208104911 U CN208104911 U CN 208104911U CN 201820373549 U CN201820373549 U CN 201820373549U CN 208104911 U CN208104911 U CN 208104911U
- 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.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 241001669679 Eleotris Species 0.000 title claims abstract description 57
- 239000004567 concrete Substances 0.000 claims abstract description 26
- 239000002131 composite material Substances 0.000 claims abstract description 11
- 239000000835 fiber Substances 0.000 claims abstract description 7
- 238000012946 outsourcing Methods 0.000 claims abstract description 4
- 239000002689 soil Substances 0.000 claims 1
- 238000005336 cracking Methods 0.000 abstract description 7
- 238000005452 bending Methods 0.000 abstract description 5
- 230000008901 benefit Effects 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 3
- 230000007812 deficiency Effects 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 abstract description 2
- 230000008719 thickening Effects 0.000 abstract description 2
- 239000011241 protective layer Substances 0.000 description 5
- 238000000034 method Methods 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
- 239000011159 matrix material Substances 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
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 239000004744 fabric Substances 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
- 230000008569 process Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 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
Landscapes
- Railway Tracks (AREA)
Abstract
The utility model discloses a kind of Novel 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 form confined concrete in rail support groove section in the local thickening of rail support groove section progress.By shear connector transmitting interface shear stress, composite sleeper inner concrete ontology is equipped with distributing bar and anticracking steel fibre for encased steel plate and built-in concrete.The utility model has the advantage of：The Novel sleeper overcome the deficiencies in the prior art of the encased steel plate of proposition, it is easy for construction, it is lower relative to steel sleeper cost, and bending resistance with higher, resistance to compression, cracking resistance, improve the durability of sleeper, the maintenance cycle of extension wire.
Description
Technical field
The utility model relates to railroad track technical fields, and in particular to a kind of Novel sleeper of encased steel plate.
Background technique
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 certain
Elasticity and insulating properties, and guarantee 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 can provide biggish vertically and horizontally resistance, but its steel using amount is big, cost of manufacture is high, and be easy to corrode, noise it is big, so making
With range by biggish limitation.Concrete crosstie long service life, track stability are good, are able to satisfy high speed, large conveying quantity requirement, because
This countries in the world railway Ballast track generallys use 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, passes through fastener fixing rail.In train operation, due to
Elasticity between rail and steel protective layer is very poor, and train, rail and sleeper can generate very big 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 not can solve reinforced concrete body cracking and pressure still
Routed problem.
Summary of the invention
The purpose of this utility model is to provide a kind of Novel 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 solution of the utility model is：A kind of Novel sleeper of encased steel plate, the composite sleeper include the steel of outsourcing
Plate and built-in concrete；The encased steel plate is arranged in the top surface, bottom surface and side of sleeper, also serves as template；Encased steel plate with
Built-in concrete transmits interface shear stress 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 and side encased steel plate are a monolith steel plate, and by being bent to form flute profile, top surface steel plate and side steel plate are logical
Cross welded connecting.
The composite sleeper top surface steel plate disconnects at rail support groove.
Encased steel plate top plate and bottom plate and side wall inner surfaces are equipped with shear connector, between shear connector form can use
Every the peg of 10-15cm, floor can also be used.
Composite sleeper inner concrete ontology is equipped with anticracking steel fibre.
The utility model has the advantage of：The composite sleeper energy overcome the deficiencies in the prior art of the encased steel plate of proposition, is applied
Work is convenient, lower relative to steel sleeper cost, and has preferable bending resistance, resistance to compression, cracking resistance and durability.Furthermore, it is possible to contract
The area of section of small existing concrete sleeper, can also be using the sleeper section of rule.In turn, due to the protection of encased steel plate,
Sleeper cracking and chip off-falling are avoided, the durability of sleeper, the maintenance cycle of extension wire are improved.
Detailed description of the invention
Fig. 1 is the skiagraph of the utility model embodiment 1；
Fig. 2 is the plan view of the utility model embodiment 1；
Fig. 3 is the rail lower section figure of the utility model embodiment 1；
Fig. 4 is the pillow middle section figure of the utility model embodiment 1；
Fig. 5 is the skiagraph of the utility model embodiment 2；
Fig. 6 is the plan view of the utility model embodiment 2；
Fig. 7 is the stirrup layout drawing of the utility model.
In figure：100- encased steel plate, 110- peg, 120- floor, concrete built in 200-, 300- distributing bar, 310-
Stirrup, 400- anticracking steel fibre.
Specific embodiment
Below with reference to example and referring to attached drawing, the invention will be further described.
Embodiment 1
The utility model provides a kind of Novel sleeper of encased steel plate, to improve the bending resistance, resistance to compression, crack resistance of sleeper
Energy and durability.As shown in Figs 1-4, the present embodiment includes the steel plate 100 and built-in concrete 200 of outsourcing.100 cloth of encased steel plate
It sets in the top surface, side and bottom surface of sleeper, also serves as template, while the bending resistance of sleeper, cracking resistance can be improved.Composite sleeper bottom
Locally thickening 0.5-1cm, top surface steel plate disconnect at rail support groove in rail support groove section for face and side encased steel plate 100.In Covered with Angles
Top plate, side plate and the baseplate inner surface of plate 100 pass through welding setting peg shear connector 110, adjacent peg interval 10-15cm.Bolt
Nail is used as 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
The binding of 310 phases, is shown in Fig. 7.Anticracking steel fibre 400 is equipped with inside the composite sleeper, this anticracking steel fibre can effectively subtract
The cracking of concrete built in few sleeper.
The construction procedure of the Novel sleeper of this encased steel plate is as follows：
1, 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。
2, it arranges distributing bar 300, stirrup 310 and the binding of distributing bar 300 is formed into framework of steel reinforcement.
3, anticracking steel fibre 400 is arranged.
4, casting concrete forms the Novel sleeper of encased steel plate.
Embodiment 2
As seen in figs. 5-6, in this embodiment, the shear connections between encased steel plate 100 and built-in concrete 200
Part use floor shear connector 120 form, top surface, side, bottom surface encased steel plate shear connector be staggeredly arranged, remaining knot
Structure and reinforcing plan and embodiment 1 are consistent.
The embodiment of invention described above, is not intended to limit the scope of the present invention..It is any in this hair
Made modifications, equivalent substitutions and improvements etc. within bright spirit and principle should be included in claim protection of the invention
Within the scope of.
Claims (5)
1. a kind of Novel sleeper of encased steel plate, it is characterised in that：The composite sleeper includes the steel plate of outsourcing（100）It is mixed with built-in
Solidifying soil（200）；The encased steel plate（100）It is arranged in the top surface, bottom surface and side of sleeper, also serves as template；Encased steel plate
（100）With built-in concrete（200）Interface shear stress is transmitted by shear connector.
2. the Novel sleeper of encased steel plate according to claim 1, it is characterised in that：Bottom surface and side encased steel plate（100）
For a monolith steel plate, by being bent to form flute profile, top surface steel plate and side steel plate pass through welded connecting.
3. the Novel sleeper of encased steel plate according to claim 1, it is characterised in that：The composite sleeper top surface steel plate exists
It is disconnected at rail support groove.
4. the Novel sleeper of encased steel plate according to claim 1, it is characterised in that：Encased steel plate（100）Top plate and bottom plate with
Side wall inner surfaces are equipped with shear connector, and shear connector form is using the peg for being spaced 10-15cm（110）, or use floor
（120）.
5. the Novel sleeper of encased steel plate according to claim 1, it is characterised in that：Composite sleeper inner concrete ontology is set
There is anticracking steel fibre（400）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820373549.9U CN208104911U (en) | 2018-03-20 | 2018-03-20 | A kind of Novel sleeper of encased steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820373549.9U CN208104911U (en) | 2018-03-20 | 2018-03-20 | A kind of Novel sleeper of encased steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208104911U true CN208104911U (en) | 2018-11-16 |
Family
ID=64127552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820373549.9U Withdrawn - After Issue CN208104911U (en) | 2018-03-20 | 2018-03-20 | A kind of Novel sleeper of encased steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208104911U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560331A (en) * | 2018-03-20 | 2018-09-21 | 华东交通大学 | A kind of Novel sleeper of encased steel plate |
-
2018
- 2018-03-20 CN CN201820373549.9U patent/CN208104911U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560331A (en) * | 2018-03-20 | 2018-09-21 | 华东交通大学 | A kind of Novel sleeper of encased steel plate |
| CN108560331B (en) * | 2018-03-20 | 2024-05-03 | 华东交通大学 | Novel sleeper wrapped with steel plates |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20181116 Effective date of abandoning: 20240503 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20181116 Effective date of abandoning: 20240503 |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |