CN206538637U - A kind of track strengthening device for existing railway - Google Patents
A kind of track strengthening device for existing railway Download PDFInfo
- Publication number
- CN206538637U CN206538637U CN201720128160.3U CN201720128160U CN206538637U CN 206538637 U CN206538637 U CN 206538637U CN 201720128160 U CN201720128160 U CN 201720128160U CN 206538637 U CN206538637 U CN 206538637U
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- China
- Prior art keywords
- rail
- crossbeam
- existing railway
- longeron
- strengthening device
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Abstract
The utility model discloses a kind of track strengthening device for existing railway, belong to technical field of traffic facility construction.The device includes D24 types construction beam, support stake and rail girder.Wherein, D24 types construction beam includes longeron, improves crossbeam, bracket and connecting plate, and rail girder includes rail beam, steel buckle and U-bolt.Longeron is connected with improving crossbeam by bracket and connecting plate, longeron is located in the support stake for being arranged on circuit both sides, crossbeam is improved equidistantly to be located under driving rail, and be vertically arranged with existing line, improve crossbeam top surface and existed concrete bridge sleeper is contour, rail girder is laid thereon, and rail girder uses the rail beam that 5 one steel rails are constituted, and rail girder is linked togather with improvement crossbeam below with steel buckle and U-bolt.The bracing means bearing capacity of existing railway circuit of the present utility model is strong, simple to operate, safety and stability, adapts to compared with complex environment, ensure that requirement of the existing railway to Track regularity, consolidation effect are good.
Description
Technical field
The utility model is related to a kind of track strengthening device for existing railway, belongs to means of transportation construction technology neck
Domain.
Background technology
With continuing to develop for China's economic construction, the construction of railway and city underground is continuously increased, under tunnel or shield
Situations such as wearing existing railway circuit, both wired bridge pushing happens occasionally, and to reach construction purpose, and ensures existing railway
The safe and smooth transport of energy, it is the problem of must facing that reliable reinforcement mode is carried out to existing railway circuit.
The reinforcement means of current existing railway in operation mainly has rail girder method, indulges and choose horizontal lift method, D types just beam method for strengthening, company
The methods such as continuous construction beam method.Rail girder method it is simple to operation but reinforce effect it is poor；It is vertical to choose horizontal lift method for strengthening using supporting
Pile bearing I-steel or rail beam longeron, then the horizontal lift beam of longeron and beneath I-steel is connected by U-bolt, form horizontal
Lift is vertical to choose formula hardened link, and complicated and unstable, security risk is larger, it is not recommended that using；Just beam method for strengthening is D types
The rail members of steel just beam are supported on supporting pile or pier, the horizontal lift track of beam member, beam assembly in length and breadth connects into integrated stand
The track strengthening method on ceases to be busy road, this method is simple in construction, safety and stability, but just beam width is fixed, in double track railway section line
It can not be used in the case of spacing is less and when sweep is smaller；Continuous construction beam method will fix the large-scale I-steel of modulus
The method that beam is connected using equal strength constitutes the continuous beam of long span, and centre sets one or more fulcrums and forms indeterminate knot
Structure, large-scale steel I-beam lateral stiffness used in this method is not enough, and less stable is unfavorable to traffic safety.
Utility model content
It is strong, suitable that the technical problems to be solved in the utility model there is provided a kind of simple to operate, safety and stability, bearing capacity
Answer double track railway section line spacing smaller and the larger track strengthening of span is filled, to solve shield under existing railway, bridges and culverts jacking
Deng technical problem of the construction to line influence.
In order to solve the above technical problems, technical solution adopted in the utility model is：A kind of line for existing railway
Road bracing means, its key technology is：It include D types construction beam, be arranged at existing railway circuit both sides support stake and
Rail girder；
The D types construction beam includes the longeron being arranged in the support stake and horizontal with the vertically disposed improvement of longeron
Beam, is connected between the longeron and improvement crossbeam by bracket and connecting plate；
The rail girder is included located at the rail beam improved on crossbeam, the rail beam by steel buckle and U-bolt with
Improve crossbeam connection.
It is preferred that, the D types construction beam is D24 type construction beams.
The existing railway circuit includes concrete sleeper and driving rail.
It is preferred that, the longeron uses bolt connection with improving crossbeam by bracket and connecting plate.
It is preferred that, the improvement a length of 2.96m of crossbeam, than the short 1m of crossbeam of former D24 types construction beam, remaining size, knot
Structure is constant.
It is preferred that, the improvement crossbeam is equidistantly located under driving rail, and is vertically arranged with existing railway circuit, and
Insulation rubber cushion and backing plate are had additional with driving rail intersection.
It is preferred that, the improvement crossbeam top surface and concrete sleeper are contour.
It is preferred that, the rail beam is made up of 5 60kg/m rail.
It is preferred that, the U-bolt is made up of the round steel of Φ 22, and two ends are M22 screw threads.
It is using the beneficial effect produced by above-mentioned technical proposal：
The utility model integrates rail girder method, vertical choose horizontal lift method, D types just beam method for strengthening, continuous construction beam method etc. are a variety of
Circuit advantage and disadvantage research and development and go out, disclosure satisfy that high request of the railway to Track regularity, be provided simultaneously with structure it is relatively easy, peace
Complete stable, consolidation effect more preferably, the advantages of adapt to smaller double track railway section line spacing and larger span can there is provided one kind
The track strengthening device for existing railway of construction below circuit is not influenceed.
1) device is simultaneously using rail girder and D types just beam, and just rail girder is added in girder construction in the D types of high stability,
Long area overhead circuit is had higher stability, it is ensured that requirement of the railway to Track regularity, can be very good to ensure line
The consolidation effect and traffic safety on road.
2) the crossbeam length that crossbeam shortens former D24 types just beam is improved, can adapt to double track railway section line spacing smaller
Situation.
3) longeron of the device, which can meet span and be not more than under 24 meters, wears construction operation.
4) after reinforcing, the construction under row line, such as shield can be entered under conditions of not influenceing traffic safety and not cutting off traffic
Structure driving, bridges and culverts jacking etc., save the duration.
Brief description of the drawings
Fig. 1 is schematic diagram of the present utility model；
Fig. 2 is schematic side view of the present utility model；
Fig. 3 is the schematic diagram of bracket；
Fig. 4 is Fig. 3 schematic side view；
Fig. 5 is the schematic diagram of U-bolt；
Fig. 6 is Fig. 5 schematic top plan view；
Fig. 7 is the schematic diagram of connecting plate；
Fig. 8 is Fig. 7 schematic top plan view；
Wherein, 1-1 is longeron, and 1-2 is improves crossbeam, and 1-3 is bracket, and 1-4 is connecting plate；2 be support stake；3 be button rail
Beam, 3-1 is rail beam, and 3-2 is steel buckle, and 3-3 is U-bolt；4-1 is existed concrete bridge sleeper, and 4-2 is driving rail.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and detailed description：
Referring to accompanying drawing 1- accompanying drawings 8, the present embodiment includes D24 types construction beam, support on the basis of existing railway circuit
Stake 2 and rail girder 3.Wherein, D24 types construction beam includes longeron 1-1, improves crossbeam 1-2, bracket 1-3 and connecting plate 1-4, button
Beam-and-rail 3 include rail beam 3-1, steel buckle 3-2 and U-bolt 3-3, existing railway circuit include existed concrete bridge sleeper 4-1 and
Drive a vehicle rail 4-2.Longeron 1-1 uses bolt connection with improving crossbeam 1-2 by bracket 1-3 and connecting plate 1-4, and longeron 1-1 is located at
It is arranged in the support stake 2 of circuit both sides, improves crossbeam 1-2 and be equidistantly located under driving rail 4-2, and it is vertical with existing line
Set, improve crossbeam 1-2 top surfaces and existed concrete bridge sleeper 4-1 is contour, rail girder 3 is laid thereon, rail girder 3 uses 5
The rail beam 3-1 of 60kg/m rail composition, rail girder and improvement crossbeam 1-2 steel buckle 3-2 and Φ 22U type bolts below
3-3 is linked togather.
The improvement crossbeam a length of 2.96m of 1-2, than the short 1m of crossbeam of former D24 types construction beam, remaining size, structure are not
Become.
The improvement crossbeam 1-2 sets up insulation rubber cushion and backing plate with driving rail 4-2 intersections, to reinforce rail level and reduction pair
The interference of electric signal.
The support stake 2 not only meets the bearing requirements of just beam, while can play a part of reinforcing railway bed.
Everywhere longitudinal beam connected is constituted with improving crossbeam 1-2 bracket by left and right two pieces bracket.The U-bolt is by Φ
22 round steel are made, and two ends are M22 screw threads.The rail girder and the gap of U-bolt junction are filled by wood chip fill block, to ensure
The mutual changing of the relative positions does not occur between each rail girder.
Illustrate the installation process of this bracing means for existing railway circuit below by specific embodiment.
Bedding should be made firm by ramming before installation, to ensure that railway roadbed is stable, and destressing and weldering need to be carried out to gapless track
Connect, and monitor the change of rail temperature.
(1) support stake 2 is set
Using train blocking time, support stake 2 is set in existing line both sides, it is strict to be constructed by design size and requirement, reach
Put usable after to intensity.These support stakes 2 should not only meet the bearing requirements of just beam, and railway bed is reinforced while can play
Effect.
(2) improvement crossbeam 1-2 is worn under
The road in the case where penetrating improvement crossbeam 1-2, and the crossbeam that should vibrate in advance in the case of not disturbing concrete sleeper 4-1 as far as possible
The tiny fragments of stone, coal, etc., improves crossbeam 1-2 and is setting up insulation rubber cushion and backing plate with driving rail 4-2 intersections, to reinforce rail level and reduce to electrically letter
Number interference.
(3) rail girder 3 is laid
Rail girder 3 is laid on crossbeam is improved.Rail girder 3 uses the rail beam 3-1 of 5 60kg/m rail, and joint staggers
More than 2m, is linked together with the improvement crossbeam 1-2 under it with steel buckle 3-2 and Φ 22U type bolts 3-3.
(4) laying longeron 1-1
The longeron 1-1 of D24 types construction beam 1 is placed in the support stake 2 made, meanwhile, longeron 1-1 is horizontal with improving
Beam 1-2 carries out using bolt connection by bracket 1-3 and connecting plate 1-4.
Claims (9)
1. a kind of track strengthening device for existing railway, it is characterised in that：It includes D types construction beam (1), is arranged at both
There are support stake (2) and the rail girder (3) of rail track both sides；
The D types construction beam includes the longeron (1-1) being arranged on support stake (2) and vertical with longeron (1-1) set
The improvement crossbeam (1-2) put, bracket (1-3) and connecting plate (1-4) are passed through between the longeron (1-1) and improvement crossbeam (1-2)
Connection；
The rail girder (3) is included located at the rail beam (3-1) improved on crossbeam (1-2), and the rail beam (3-1) is by steel button
Plate (3-2) and U-bolt (3-3) are connected with improving crossbeam (1-2).
2. the track strengthening device according to claim 1 for existing railway, it is characterised in that：The D types construction is just
Beam (1) is D24 type construction beams.
3. the track strengthening device according to claim 1 for existing railway, it is characterised in that：The existing railway line
Road includes concrete sleeper (4-1) and driving rail (4-2).
4. the track strengthening device according to claim 1 for existing railway, it is characterised in that：The longeron (1-1)
Bolt connection is used by bracket (1-3) and connecting plate (1-4) with improvement crossbeam (1-2).
5. the track strengthening device according to claim 2 for existing railway, it is characterised in that：The improvement crossbeam
(1-2) a length of 2.96m, than the short 1m of crossbeam of former D24 types construction beam.
6. a kind of track strengthening device for existing railway according to claim 3, it is characterised in that：The improvement crossbeam
(1-2) is equidistantly located under driving rail (4-2), and is vertically arranged with existing railway circuit, and is had a common boundary with driving rail (4-2)
Place has additional insulation rubber cushion and backing plate.
7. the track strengthening device according to claim 3 for existing railway, it is characterised in that：The improvement crossbeam
(1-2) top surface and concrete sleeper (4-1) are contour.
8. the track strengthening device according to claim 1 for existing railway, it is characterised in that：Rail beam (the 3-
1) it is made up of 5 60kg/m rail.
9. the track strengthening device according to claim 1 for existing railway, it is characterised in that：U-bolt (the 3-
3) it is made up of the round steel of Φ 22, two ends are M22 screw threads.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720128160.3U CN206538637U (en) | 2017-02-13 | 2017-02-13 | A kind of track strengthening device for existing railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720128160.3U CN206538637U (en) | 2017-02-13 | 2017-02-13 | A kind of track strengthening device for existing railway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206538637U true CN206538637U (en) | 2017-10-03 |
Family
ID=59949445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720128160.3U Expired - Fee Related CN206538637U (en) | 2017-02-13 | 2017-02-13 | A kind of track strengthening device for existing railway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206538637U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974878A (en) * | 2017-11-29 | 2018-05-01 | 中铁第四勘察设计院集团有限公司 | A kind of rail yard track switch reinforcement means and structure |
| CN109723443A (en) * | 2018-12-30 | 2019-05-07 | 中铁十四局集团有限公司 | Method for tunnel construction |
| CN109869154A (en) * | 2019-02-26 | 2019-06-11 | 朔黄铁路发展有限责任公司 | Under wear existing railway technique and lower penetrating device |
| CN110374018A (en) * | 2019-06-17 | 2019-10-25 | 中铁六局集团呼和浩特铁路建设有限公司 | A kind of combined steel cross bearer sets up multispan just beam track strengthening method |
| CN110629684A (en) * | 2018-06-22 | 2019-12-31 | 郑州中原铁道工程有限责任公司 | Construction method for spliced railway construction temporary beam |
| CN111417756A (en) * | 2017-12-07 | 2020-07-14 | 普拉塞-陶伊尔铁路机械出口股份有限公司 | Method and system for monitoring the load of a tamping unit |
| CN113174789A (en) * | 2021-05-14 | 2021-07-27 | 中铁二十四局集团有限公司 | Railway fastening rail reinforcing process and equipment |
| CN114182583A (en) * | 2021-11-30 | 2022-03-15 | 上海同济工程咨询有限公司 | Supporting structure of temporary beam |
| CN114541479A (en) * | 2021-12-31 | 2022-05-27 | 四川省铁路建设有限公司 | In-situ reinforcing structure with small curve radius for existing rail transit without stopping and construction method |
| CN115434191A (en) * | 2022-10-17 | 2022-12-06 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Deep deformation treatment method for ballast track subgrade of operation railway |
-
2017
- 2017-02-13 CN CN201720128160.3U patent/CN206538637U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974878A (en) * | 2017-11-29 | 2018-05-01 | 中铁第四勘察设计院集团有限公司 | A kind of rail yard track switch reinforcement means and structure |
| CN107974878B (en) * | 2017-11-29 | 2019-07-05 | 中铁第四勘察设计院集团有限公司 | A kind of rail yard track switch reinforcement means and structure |
| CN111417756B (en) * | 2017-12-07 | 2022-10-04 | 普拉塞-陶伊尔铁路机械出口股份有限公司 | Method and system for monitoring the load of a tamping unit |
| CN111417756A (en) * | 2017-12-07 | 2020-07-14 | 普拉塞-陶伊尔铁路机械出口股份有限公司 | Method and system for monitoring the load of a tamping unit |
| CN110629684A (en) * | 2018-06-22 | 2019-12-31 | 郑州中原铁道工程有限责任公司 | Construction method for spliced railway construction temporary beam |
| CN109723443B (en) * | 2018-12-30 | 2021-07-20 | 中铁十四局集团有限公司 | Tunnel construction method |
| CN109723443A (en) * | 2018-12-30 | 2019-05-07 | 中铁十四局集团有限公司 | Method for tunnel construction |
| CN109869154B (en) * | 2019-02-26 | 2020-08-11 | 朔黄铁路发展有限责任公司 | Underpass device for existing railway |
| CN109869154A (en) * | 2019-02-26 | 2019-06-11 | 朔黄铁路发展有限责任公司 | Under wear existing railway technique and lower penetrating device |
| CN110374018A (en) * | 2019-06-17 | 2019-10-25 | 中铁六局集团呼和浩特铁路建设有限公司 | A kind of combined steel cross bearer sets up multispan just beam track strengthening method |
| CN113174789A (en) * | 2021-05-14 | 2021-07-27 | 中铁二十四局集团有限公司 | Railway fastening rail reinforcing process and equipment |
| CN114182583A (en) * | 2021-11-30 | 2022-03-15 | 上海同济工程咨询有限公司 | Supporting structure of temporary beam |
| CN114182583B (en) * | 2021-11-30 | 2024-05-10 | 上海同济工程咨询有限公司 | Support structure of toilet beam |
| CN114541479A (en) * | 2021-12-31 | 2022-05-27 | 四川省铁路建设有限公司 | In-situ reinforcing structure with small curve radius for existing rail transit without stopping and construction method |
| CN114541479B (en) * | 2021-12-31 | 2024-06-11 | 四川省铁路建设有限公司 | Small curve radius existing rail transit non-stop in-situ reinforcing structure and construction method |
| CN115434191A (en) * | 2022-10-17 | 2022-12-06 | 中国铁道科学研究院集团有限公司铁道建筑研究所 | Deep deformation treatment method for ballast track subgrade of operation railway |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171003 Termination date: 20220213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |