CN201488797U - Sleeper bearing type rail weighbridge structure - Google Patents
Sleeper bearing type rail weighbridge structure Download PDFInfo
- Publication number
- CN201488797U CN201488797U CN2009202760348U CN200920276034U CN201488797U CN 201488797 U CN201488797 U CN 201488797U CN 2009202760348 U CN2009202760348 U CN 2009202760348U CN 200920276034 U CN200920276034 U CN 200920276034U CN 201488797 U CN201488797 U CN 201488797U
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- Prior art keywords
- sleeper
- rail
- weighing
- sleepers
- reinforced concrete
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Abstract
The utility model relates to a sleeper bearing type rail weighbridge structure, which comprises a reinforced concrete foundation, weighing transducers, steel rails, weighing area sleepers and transition area sleepers, wherein the reinforced concrete foundation is arranged below a railway line; the weighing area sleepers and the transition area sleepers are fixedly arranged on the reinforced concrete foundation; the weighing area sleepers and the transition area sleepers are segmentally and parallelly arranged; rubber pad plates and steel pad plates are fixedly arranged on the weighing area sleepers; the weighing transducers are fixedly arranged on the steel pad plates; the steel rails are arranged above the weighing transducer; and the transition area sleepers are connected with the steel rails through rail fasteners. The sleeper bearing type rail weighbridge structure is simple, convenient to assemble and low in cost, and can be widely applied to static rail weighbridges and dynamic rail weighbridges of axial measurement, bogie measurement or complete vehicle measurement.
Description
Technical field
The utility model relates to a kind of track scale, specifically relates to a kind of track scale structure that LOAD CELLS directly is installed on special-purpose sleeper.
Background technology
Track scale is to be used for a kind of metering outfit that rolling stock and tote are weighed, is widely used in big-and-middle-sized metallurgy, chemical industry, mine, the energy and harbour, station.Track scale structure commonly used at present mostly is made up of reinforced concrete foundation, LOAD CELLS, steel construction scale bridge and several parts of rail.Rail is positioned at scale bridge top, between scale bridge and the basis LOAD CELLS is set.According to the difference of metering method, the length of steel construction scale bridge is different.And be to guarantee railway operation safety and accuracy of weighting requirement, to make the scale bridge have enough intensity in the design, therefore making steel construction scale bridge need use a large amount of steel, and cost is higher.And the weight of scale bridge is bigger, all in ton, also must be when equipment is installed by corresponding hoisting device, and construction is not very convenient.
The utility model content
The purpose of this utility model is the defective at above-mentioned prior art, and a kind of simple in structure, easy for installation, sleeper bearing-type track scale structure that cost is low is provided.
For reaching above-mentioned purpose, the utility model has adopted following technical scheme:
A kind of sleeper bearing-type track scale structure, comprise the reinforced concrete foundation, LOAD CELLS and the rail that are layed in the rail track below, and be fixed at weighing district sleeper and zone of transition sleeper on the reinforced concrete foundation, weighing district sleeper and the segmentation of zone of transition sleeper be arranged in parallel, weighing district sleeper upper fixed is equiped with rubber mat plate and billet, LOAD CELLS is fixedly installed on the billet, and rail is installed in the top of LOAD CELLS; The zone of transition sleeper is connected with rail by rail clip.
The utility model also can further be realized by the following technical programs:
Described sleeper bearing-type track scale structure, wherein, described weighing district's sleeper and zone of transition sleeper are segmentation structure, and promptly the sleeper two ends are reinforced concrete structure, and middle joining part is the bar-mat reinforcement structure.
Described sleeper bearing-type track scale structure, wherein, described weighing district's sleeper and zone of transition sleeper and reinforced concrete foundation are cast into integrative-structure.
Described sleeper bearing-type track scale structure, wherein, described rubber mat plate and billet are fixed on the weighing district sleeper by the screw spike that passes on it, and described LOAD CELLS is bolted on the billet, and is interlockingly connected by rail clip and rail.
The utility model adopts the reinforced concrete weighing district's sleeper and the zone of transition sleeper instead of steel structure scale bridge of sectional type, and manufacturing cost reduces greatly.Zone of transition sleeper and Weighing Area sleeper can be adjusted the segmentation setting according to actual needs arbitrarily, and can select different sleeper quantity and sleeper pitch to obtain needed weighing section length as required, at the scene that itself and reinforced concrete foundation casting is in aggregates, solid firm, but the vehicle high-speed secure passes through, cost is low, and simple installation can be widely used in the dynamic railway truck scale that static state railroad track scale and axle metering, bogie metering or car load measure.
Description of drawings
Fig. 1 main TV structure synoptic diagram of the present utility model;
Fig. 2 is a side-looking structural representation of the present utility model;
Fig. 3 is a plan structure synoptic diagram of the present utility model.
Embodiment
Describe the utility model in detail below in conjunction with accompanying drawing 1-3.
Shown in Fig. 1-3, a kind of sleeper bearing-type track scale structure, comprise the reinforced concrete foundation 1, LOAD CELLS 2 and the rail 3 that are layed in the rail track below, and be fixed at weighing district sleeper 4 and zone of transition sleeper 5 on the reinforced concrete foundation 1, weighing district sleeper 4 and 5 segmentations of zone of transition sleeper be arranged in parallel, weighing district sleeper 4 upper fixed are equiped with rubber mat plate 6 and billet 7, fixed installation LOAD CELLS 2 on the billet 7, and rail 3 is installed in the top of LOAD CELLS 2; Zone of transition sleeper 5 is connected with rail 3 by rail clip.
For guarantee weighing district's sleeper 4 and zone of transition sleeper 5 can with firm being combined as a whole of reinforced concrete foundation, weighing district sleeper 4 and zone of transition sleeper 5 are designed to segmentation structure, be that 41/43 or 51/53 place that the sleeper two ends are connected with reinforced concrete foundation 1 is a reinforced concrete structure, middle joining part 42 or 52 is the bar-mat reinforcement structure.
Firm for guaranteeing, weighing district sleeper 4 and zone of transition sleeper 5 are cast into integrative-structure with reinforced concrete foundation 1 respectively.
Further, described rubber mat plate 6 and billet 7 are fixed on the weighing district sleeper 4 by the screw spike that passes on it, and described LOAD CELLS 2 is bolted on the billet 7, and is interlockingly connected by rail clip and rail 3.
During construction, carry out in the following order:
1, excavation pit below rail track, the reinforcing bar of in foundation ditch, arranging;
2, above foundation ditch, require to be provided with zone of transition sleeper 5 and weighing district sleeper 4 according to absolute altitude and center line;
3, zone of transition sleeper 5, Weighing Area sleeper 4 and reinforced concrete foundation 1 are cast into an integral body;
4, LOAD CELLS 2 is installed on billet;
5, rail 3 is installed on zone of transition sleeper 5 and LOAD CELLS 2.
The above is preferred embodiment of the present utility model only, is not that the utility model is done any pro forma qualification.Any change that is equal to, modification or differentiation etc. that all those skilled in the art utilize the technical solution of the utility model that the foregoing description is made all still belong in the scope of the technical solution of the utility model.
Claims (4)
1. a sleeper bearing-type track scale structure comprises the reinforced concrete foundation, LOAD CELLS and the rail that are layed in the rail track below, it is characterized in that:
Also comprise the weighing district sleeper and the zone of transition sleeper that are fixed on the reinforced concrete foundation, weighing district sleeper and the segmentation of zone of transition sleeper be arranged in parallel, weighing district sleeper upper fixed is equiped with rubber mat plate and billet, LOAD CELLS is fixedly installed on the billet, and rail is installed in the top of LOAD CELLS; The zone of transition sleeper is connected with rail by rail clip.
2. sleeper bearing-type track scale structure according to claim 1 is characterized in that:
Described weighing district's sleeper and zone of transition sleeper are segmentation structure, and promptly the sleeper two ends are reinforced concrete structure, and middle joining part is the bar-mat reinforcement structure.
3. sleeper bearing-type track scale structure according to claim 1 and 2 is characterized in that:
Described weighing district's sleeper and zone of transition sleeper and reinforced concrete foundation are cast into integrative-structure.
4. sleeper bearing-type track scale structure according to claim 1 and 2 is characterized in that:
Described rubber mat plate and billet are fixed on the weighing district sleeper by the screw spike that passes on it, and described LOAD CELLS is bolted on the billet, and is interlockingly connected by rail clip and rail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202760348U CN201488797U (en) | 2009-12-04 | 2009-12-04 | Sleeper bearing type rail weighbridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202760348U CN201488797U (en) | 2009-12-04 | 2009-12-04 | Sleeper bearing type rail weighbridge structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201488797U true CN201488797U (en) | 2010-05-26 |
Family
ID=42427671
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202760348U Expired - Fee Related CN201488797U (en) | 2009-12-04 | 2009-12-04 | Sleeper bearing type rail weighbridge structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201488797U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105264345A (en) * | 2013-07-11 | 2016-01-20 | 申克公司 | Loading system and method for loading a freight car with bulk material |
| CN110186542A (en) * | 2019-07-03 | 2019-08-30 | 成都货安计量技术中心有限公司 | A kind of track scale body and its installation method |
| CN110331626A (en) * | 2019-08-05 | 2019-10-15 | 柳州市铁科科技有限责任公司 | It is a kind of that the method for pressure sensor being installed in regular sleeper and the sleeper seat of pressure sensor is installed |
| CN112195687A (en) * | 2020-09-07 | 2021-01-08 | 中铁武汉勘察设计研究院有限公司 | Construction method for integral ballast bed of assembly type rail weighbridge |
| CN113550184A (en) * | 2021-07-28 | 2021-10-26 | 中铁四院集团南宁勘察设计院有限公司 | Construction method of assembled foundation pit, rail weighbridge foundation and integral ballast bed |
-
2009
- 2009-12-04 CN CN2009202760348U patent/CN201488797U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105264345A (en) * | 2013-07-11 | 2016-01-20 | 申克公司 | Loading system and method for loading a freight car with bulk material |
| CN105264345B (en) * | 2013-07-11 | 2018-10-12 | 申克公司 | Load System and method for loading bulk cargo to boxcar |
| CN110186542A (en) * | 2019-07-03 | 2019-08-30 | 成都货安计量技术中心有限公司 | A kind of track scale body and its installation method |
| CN110331626A (en) * | 2019-08-05 | 2019-10-15 | 柳州市铁科科技有限责任公司 | It is a kind of that the method for pressure sensor being installed in regular sleeper and the sleeper seat of pressure sensor is installed |
| CN112195687A (en) * | 2020-09-07 | 2021-01-08 | 中铁武汉勘察设计研究院有限公司 | Construction method for integral ballast bed of assembly type rail weighbridge |
| CN113550184A (en) * | 2021-07-28 | 2021-10-26 | 中铁四院集团南宁勘察设计院有限公司 | Construction method of assembled foundation pit, rail weighbridge foundation and integral ballast bed |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100526 Termination date: 20101204 |