CN104894925A - Modularized steel structure track bed with adjustable gauge - Google Patents
Modularized steel structure track bed with adjustable gauge Download PDFInfo
- Publication number
- CN104894925A CN104894925A CN201510170442.5A CN201510170442A CN104894925A CN 104894925 A CN104894925 A CN 104894925A CN 201510170442 A CN201510170442 A CN 201510170442A CN 104894925 A CN104894925 A CN 104894925A
- Authority
- CN
- China
- Prior art keywords
- track
- gauge
- steelframe
- ballast bed
- track bed
- 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
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2202/00—Characteristics of moving parts of rail systems, e.g. switches, special frogs, tongues
- E01B2202/04—Nature of the support or bearing
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention relates to a modularized steel structure track bed with an adjustable gauge. The modularized steel structure track bed is formed by sequentially splicing by adopting a modularized structure, and adjacent modules are connected through a connecting plate by bolts; the modules comprise longitudinal groove steel frames and lateral groove steel frames, which are mutually connected vertically, wherein the longitudinal groove steel frames are arranged on both sides of each of tracks, a distance is regulated according to the gauge of the tracks, and the longitudinal groove steel frames are mounted on a track bed mounting base through basic connecting seats; the tracks are fixedly connected to the lateral groove steel frames. Compared with the prior art, the modularized steel structure track bed disclosed by the invention can determine the gauge according to specific application, then selects the tracks with the corresponding gauges and the track bed modules, the modules are sequentially connected together in the longitudinal direction through the connecting plate to form the required track length, and the basic connecting seats are connected with the track bed mounting bases or other devices through bolts in the vertical direction and the lateral direction so as to have the function of regulation; the modularized steel structure track bed is convenient to assemble and mount.
Description
Technical field
The invention belongs to Transit Equipment technical field, especially relate to a kind of adjustable track gauge modularization steel work ballast bed of track.
Background technology
Main line track traffic as high-speed railway, shipping and passenger rail and urban track traffic be that everybody often sees and the main traffic form of most people trip, working, except above-mentioned two kinds of primary trace traffic forms, track traffic is used much to apply as also having of means of transportation: mine, park, factory, track traffic test circuit, building site etc.Up to the present, reinforced concrete makes without tiny fragments of stone, coal, etc. solid concrete roabed to adopt the rail of track traffic to be substantially all arranged on, and have the tiny fragments of stone, coal, etc. add the railway roadbed of sleeper or be directly installed in mixed earth basis, move, it is substantially impossible to dismantle; But some is Long-Time Service in application in track transportation, have plenty of in different places short-term operation, often resettlement and assembling, based on above-mentioned different application, how to design and produce and obtain adjustable track gauge modularization steel work ballast bed of track and become technical problem urgently to be resolved hurrily.
Chinese patent CN 203654110U discloses the framework section of track of double-block type non-fragment rail bed construction usage, comprise twin beams framework, single-beam framework, twin beams framework connects into H type by 2 crossbeams and 1 longitude strut, groove installed by each reserved rail in its middle cross beam two, connects to form framework by fishtail clamping plate and high-strength bolt and rail; Single-beam framework has 1 crossbeam, and groove installed by each reserved rail in crossbeam two, connects to form framework by fishtail clamping plate and high-strength bolt and rail; The rail cant of rail is 1:40; Screw regulator is connected to the empty place of rail.Can provide straight line, curve vertical and lateral adjustments function by screw drive, gauge and orbital forcing can be ensured after section of track framework is formed, but still not realize adjustable track gauge and modular effect.
Summary of the invention
Object of the present invention be exactly in order to overcome above-mentioned prior art exist defect and a kind of erection adjustable track gauge modularization steel work ballast bed of track is easily provided, the product that the track traffic needed for different gauge provides modular ballast bed of track to be integrated, track and railway roadbed can at professional factory Virtual production, can assembly and disassembly easily; Namely it can be installed on certain fixed location for a long time and use, and also can facilitate disassembly and assembly repeatedly.
Object of the present invention can be achieved through the following technical solutions:
A kind of adjustable track gauge modularization steel work ballast bed of track, be spliced to form successively in modular construction, adjacent block is connected by bolt through junction plate,
Described module comprises mutual cannelure steelframe connected vertically, transverse groove steelframe,
Described cannelure steelframe is arranged on the both sides of track and according to the gauge adjustment distance of track, is arranged on railway roadbed installation foundation through basic Connection Block,
Described track is fixedly connected on transverse groove steelframe.
Described junction plate is rubber tile or the steel plate with tensile characteristics, is regulated the longitudinal rigidity of railway roadbed by the material and thickness regulating junction plate.
The thickness of rubber tile is 5-20mm, and the thickness of steel plate is 1-10mm.
The gauge of described track is 143.5-1435mm, and the gauge of the cannelure steelframe corresponding with it is 500-2500mm.
Described track utilizes rail briquetting, is connected on transverse groove steelframe through bolt.
Between rail briquetting and track, cushion is set, to simulate the elasticity of spring secures rail to sleeper, in addition, between the bottom of described track and transverse groove steelframe, cushion is set, by regulating these 2 cushions to regulate be connected between rail with railway roadbed each to rigidity.
Reinforcement dividing plate is provided with bottom described cannelure steelframe.
Compared with prior art, the present invention can according to embody rule determination gauge size, then track and the railway roadbed module of corresponding gauge is selected, longitudinal direction junction plate module be connected in turn to need track length, vertical and to be laterally connected with railway roadbed installation foundation or other device by bolt with basic Connection Block composition and to play regulation effect, erection facilitates.
Accompanying drawing explanation
Fig. 1 is plan structure schematic diagram of the present invention;
Fig. 2 is side-looking structural representation of the present invention;
Fig. 3 is main TV structure schematic diagram of the present invention.
In figure, 1-cannelure steelframe, 2-transverse groove steelframe, 3-basis Connection Block, 4-track, 5-strengthen dividing plate, 6-foundary weight fastening bolt, 7-foundary weight cushion, 8-rail briquetting, 9-flange of rail cushion, 10-junction plate, 11-junction plate set bolt.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
Embodiment
A kind of adjustable track gauge modularization steel work ballast bed of track, its structure as Figure 1-3, is spliced to form successively in modular construction, and each module is made into different length between 2m ~ 5m, and adjacent block is connected by fishplate bar set bolt 11 through junction plate 10.Module comprises mutual cannelure steelframe 1 connected vertically and transverse groove steelframe 2, wherein, cannelure steelframe 1 be arranged on track 4 both sides and according to the gauge adjustment distance of track 4, be arranged on railway roadbed installation foundation through basic Connection Block 3, the gauge of track 4 is 143.5-1435mm, namely change to 1:10 gauge from standard gauge 1435mm gauge, the gauge of the cannelure steelframe 1 corresponding with it is 500-2500mm.Be provided with bottom cannelure steelframe 1 and strengthen dividing plate 5.Junction plate 10, for having rubber tile or the steel plate of tensile characteristics, regulates the longitudinal rigidity of railway roadbed by the material and thickness regulating junction plate.Wherein, the thickness of rubber tile is 5-20mm, and the thickness of steel plate is 1-10mm.Track 4 utilizes rail briquetting 8, is connected on transverse groove steelframe 2 through foundary weight fastening bolt 6.Foundary weight cushion 7 is set between rail briquetting 8 and track 4, to simulate the elasticity of spring secures rail to sleeper, in addition, between the bottom of track 4 and transverse groove steelframe 2, flange of rail cushion 9 is set, each to rigidity by what regulate these 2 cushions to be connected between adjustable track with railway roadbed.
The present invention provides modular track and railway roadbed for the track traffic that different gauge needs, and track and railway roadbed can at professional factory Virtual production, and namely it can be installed on certain fixed location for a long time and use, and also can dismantle easily and assemble.Specifically, main structure body of the present invention is welded by cannelure steelframe 1 and transverse groove steelframe 2, cannelure steelframe 1 and transverse groove steelframe 2 are channel-section steel, gusset is strengthened to meet strength and stiffness requirement in the welding of cannelure steelframe 1 relevant position, the length of change transverse groove steelframe 2 can adapt to the requirement of different gauge, and the length of change cannelure steelframe 1 forms the steel work ballast bed of track module of different length; The size of change cannelure steelframe 1, transverse groove steelframe 2 channel-section steel type, to adapt to run Different Weight train/vehicle on it, can require to produce, manufacture according to concrete application like this; Do not changing in cannelure steelframe 1, the physical dimension of transverse groove steelframe 2 and type basis, by the relative position of adjustment foundary weight fastening bolt 6, foundary weight cushion 7, rail briquetting 8, flange of rail cushion 9, also can carry out certain adjustment to gauge, gauge adjustment is flexible.Except being convenient to dismounting, installing and except transport, going back the saving material of maximum possible, convenient processing and manufacture simultaneously, thus save manufacture, transport and Installation and Debugging cost greatly.
Claims (8)
1. an adjustable track gauge modularization steel work ballast bed of track, is characterized in that, this railway roadbed is that modular construction is spliced to form successively, and adjacent block is connected by bolt through junction plate,
Described module comprises mutual cannelure steelframe connected vertically, transverse groove steelframe,
Described cannelure steelframe is arranged on the both sides of track and according to the gauge adjustment distance of track, is arranged on railway roadbed installation foundation through basic Connection Block,
Described track is fixedly connected on transverse groove steelframe.
2. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 1, it is characterized in that, described junction plate is rubber tile or the steel plate with tensile characteristics, is regulated the longitudinal rigidity of railway roadbed by the material and thickness regulating junction plate.
3. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 2, it is characterized in that, the thickness of rubber tile is 5-20mm, and the thickness of steel plate is 1-10mm.
4. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 1, it is characterized in that, the gauge of described track is 143.5-1435mm, and the gauge of the cannelure steelframe corresponding with it is 500-2500mm.
5. a kind of adjustable track gauge modularization steel work ballast bed of track according to any one of claim 1-4, it is characterized in that, described track utilizes rail briquetting, is connected on transverse groove steelframe through bolt.
6. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 5, is characterized in that, arrange cushion between described rail briquetting and track.
7. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 6, is characterized in that, arrange cushion between the bottom of described track and transverse groove steelframe.
8. a kind of adjustable track gauge modularization steel work ballast bed of track according to claim 1, is characterized in that, be provided with reinforcement dividing plate bottom described cannelure steelframe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510170442.5A CN104894925B (en) | 2015-04-10 | 2015-04-10 | A kind of adjustable track gauge modularization steel construction ballast bed of track |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510170442.5A CN104894925B (en) | 2015-04-10 | 2015-04-10 | A kind of adjustable track gauge modularization steel construction ballast bed of track |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104894925A true CN104894925A (en) | 2015-09-09 |
| CN104894925B CN104894925B (en) | 2017-07-25 |
Family
ID=54027855
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510170442.5A Expired - Fee Related CN104894925B (en) | 2015-04-10 | 2015-04-10 | A kind of adjustable track gauge modularization steel construction ballast bed of track |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104894925B (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106395620A (en) * | 2016-06-29 | 2017-02-15 | 河南省黄河防爆起重机有限公司 | Movable crane track |
| CN107165188A (en) * | 2017-07-13 | 2017-09-15 | 济南鲁源电力设计咨询院有限公司 | A kind of adjustable main transformer basis of gauge, method and transformer station |
| CN108239897A (en) * | 2018-01-23 | 2018-07-03 | 中国铁建重工集团有限公司 | A kind of rail overlapping device detecting tool |
| CN111238756A (en) * | 2020-03-31 | 2020-06-05 | 辽宁工程技术大学 | Device for simulating differential settlement of foundation in earthquake simulation shaking table test |
| CN112033511A (en) * | 2020-07-28 | 2020-12-04 | 江苏衡云智能科技有限公司 | Train wagon balance track width compensation device |
| CN113432899A (en) * | 2021-06-07 | 2021-09-24 | 上海交通大学 | Ground precise adjustable track structure for thermal cycle test equipment |
| GB2602673A (en) * | 2021-01-12 | 2022-07-13 | The Council Of The City Of Coventry | Railway infrastructure for a light rail system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201224852Y (en) * | 2008-06-30 | 2009-04-22 | 北京铁五院工程机械科技开发有限公司 | Combined type rail bent for non-fragment rail paving |
| CN102296498A (en) * | 2011-03-28 | 2011-12-28 | 成都普罗米新科技有限责任公司 | Track panel fixing frame |
| CN202989701U (en) * | 2012-11-01 | 2013-06-12 | 北京中盾天元机械有限公司 | Inner support frame track bent frame for laying ballast-less track |
| CN103806352A (en) * | 2014-03-07 | 2014-05-21 | 北京铁五院工程机械有限公司 | Bent frame assembling and regulating method and device |
| CN203654110U (en) * | 2013-12-25 | 2014-06-18 | 中铁五局（集团）有限公司 | Framework track panel for constructing double-block ballastless track bed |
-
2015
- 2015-04-10 CN CN201510170442.5A patent/CN104894925B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201224852Y (en) * | 2008-06-30 | 2009-04-22 | 北京铁五院工程机械科技开发有限公司 | Combined type rail bent for non-fragment rail paving |
| CN102296498A (en) * | 2011-03-28 | 2011-12-28 | 成都普罗米新科技有限责任公司 | Track panel fixing frame |
| CN202989701U (en) * | 2012-11-01 | 2013-06-12 | 北京中盾天元机械有限公司 | Inner support frame track bent frame for laying ballast-less track |
| CN203654110U (en) * | 2013-12-25 | 2014-06-18 | 中铁五局（集团）有限公司 | Framework track panel for constructing double-block ballastless track bed |
| CN103806352A (en) * | 2014-03-07 | 2014-05-21 | 北京铁五院工程机械有限公司 | Bent frame assembling and regulating method and device |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106395620A (en) * | 2016-06-29 | 2017-02-15 | 河南省黄河防爆起重机有限公司 | Movable crane track |
| CN107165188A (en) * | 2017-07-13 | 2017-09-15 | 济南鲁源电力设计咨询院有限公司 | A kind of adjustable main transformer basis of gauge, method and transformer station |
| CN108239897A (en) * | 2018-01-23 | 2018-07-03 | 中国铁建重工集团有限公司 | A kind of rail overlapping device detecting tool |
| CN108239897B (en) * | 2018-01-23 | 2023-12-12 | 中国铁建重工集团股份有限公司 | Detection tool for steel rail telescopic regulator |
| CN111238756B (en) * | 2020-03-31 | 2022-03-04 | 辽宁工程技术大学 | Device for simulating differential settlement of foundation in earthquake simulation shaking table test |
| CN111238756A (en) * | 2020-03-31 | 2020-06-05 | 辽宁工程技术大学 | Device for simulating differential settlement of foundation in earthquake simulation shaking table test |
| CN112033511A (en) * | 2020-07-28 | 2020-12-04 | 江苏衡云智能科技有限公司 | Train wagon balance track width compensation device |
| CN112033511B (en) * | 2020-07-28 | 2022-05-17 | 南京灵雀智能制造有限公司 | Train wagon balance track width compensation device |
| GB2602673A (en) * | 2021-01-12 | 2022-07-13 | The Council Of The City Of Coventry | Railway infrastructure for a light rail system |
| GB2602688A (en) * | 2021-01-12 | 2022-07-13 | The Council Of The City Of Coventry | Railway infrastructure for a light rail system |
| GB2602673B (en) * | 2021-01-12 | 2024-05-29 | The Council Of The City Of Coventry | Railway infrastructure for a light rail system |
| GB2602688B (en) * | 2021-01-12 | 2024-05-29 | The Council Of The City Of Coventry | Railway infrastructure for a light rail system |
| CN113432899A (en) * | 2021-06-07 | 2021-09-24 | 上海交通大学 | Ground precise adjustable track structure for thermal cycle test equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104894925B (en) | 2017-07-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104894925A (en) | Modularized steel structure track bed with adjustable gauge | |
| CN203546524U (en) | Medium-and-low-speed magnetically-suspended traffic integral-type road-bed track structure | |
| CN102619145B (en) | Longitudinal beam type sleeper system | |
| CN106864465B (en) | A kind of empty rail traffic system based on embedded tracks | |
| CN103485244A (en) | Moderate-low speed magnetic levitation traffic integration type track bed track structure | |
| CN202294848U (en) | A railway track car bogie frame | |
| CN103469726A (en) | Large-displacement railroad bridge end expansion device | |
| CN205369009U (en) | Three -dimensional adjustment prestressing force support of PC roof beam | |
| CN103835191A (en) | Monolithic track bed track structure capable of being rapidly assembled | |
| CN203890866U (en) | Construction auxiliary beam | |
| CN204343108U (en) | A kind of split type continuous support ballast bed system | |
| CN107905046A (en) | The magnetic railway track of track deformation adjusting apparatus and application described device | |
| CN103088727A (en) | Deflection-resisting rail spacing device | |
| CN102433837B (en) | Orthogonal anisotropic plate integrated steel bridge deck of side box girder and longitudinal and transverse beam railway and construction method | |
| CN202099699U (en) | Elastic supporting vibration isolation component ballast bed | |
| CN102191732B (en) | Ballastless track plate pavement accurate adjustment trolley | |
| CN204530344U (en) | A kind of orbital tool rail adjuster | |
| CN103696333A (en) | Frame rail skeleton for use in double-block ballastless rail bed construction and manufacturing method | |
| CN203546516U (en) | Longitudinal continuous limit ballastless track on steel truss girder bridge | |
| CN203866655U (en) | Track panel for construction of elastic supporting block type ballastless track | |
| CN114427176B (en) | Bed-jig | |
| CN202989701U (en) | Inner support frame track bent frame for laying ballast-less track | |
| CN102011352B (en) | Fine adjustment vehicle for CRTS I type ballastless track slab pavement | |
| CN203866657U (en) | Internal support frame track panel frame used for narrow ballast bed ballastless track laying | |
| CN202000222U (en) | Longitudinal beam type sleeper system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170725 Termination date: 20200410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |