CN204238071U - A kind of steel reinforced concrete composite construction sleeper - Google Patents
A kind of steel reinforced concrete composite construction sleeper Download PDFInfo
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- CN204238071U CN204238071U CN201420372085.1U CN201420372085U CN204238071U CN 204238071 U CN204238071 U CN 204238071U CN 201420372085 U CN201420372085 U CN 201420372085U CN 204238071 U CN204238071 U CN 204238071U
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Abstract
The utility model discloses a kind of steel reinforced concrete composite construction sleeper, it can comprise: sleeper body; Many presstressed reinforcing steels; Multiple stirrup; Multiple first arrangement of reinforcement; At least three the second arrangements of reinforcement; Two the first steelframes, its upper surface being embedded in sleeper body respectively corresponds to the position of railway track; Second steelframe, its length direction along sleeper body is embedded in the soffit place of sleeper body; Multiple insulation sleeve, the position that it is corresponding to two the first steelframes is embedded in sleeper body, and the first steelframe is provided with the through hole corresponding to insulation sleeve; Two sensor mount assemblies, it is separately positioned on two the first steelframes, and is coordinated by bolt and nut with being threaded of insulation sleeve and being separately fixed on described two the first steelframes by described two sensor mount assemblies.The sleeper that the utility model provides overcomes the corrosion-prone problem of steel work sleeper, and can meet the technical requirements of rail track mechanized maintenance.
Description
Technical field
The utility model relates to railroad sleeper, particularly a kind of steel reinforced concrete composite construction sleeper, specifically, it is a kind of being arranged on without the steel and concrete structure sleeper device on beam type automatic scale, Super leaning load checkout equipment, is mainly used in the metering of the Weight Loaded of railway freight car and super, unbalance loading detection.
Background technology
The current dynamic weighting for railway freight car Container Loading weight or dynamically super, unbalance loading Weighing adopt automatic scale or railway freight-car Super leaning load checkout gear usually.In automatic scale, what current Technical comparing was ripe and advanced is without spandrel girder automatic scale, also referred to as without beam type automatic scale.No matter be without beam type automatic scale or railway freight-car Super leaning load checkout gear, structurally all need to be arranged on rail track and could realize.Similar to the structure of railway freight-car Super leaning load checkout gear without beam type automatic scale, its main distinction is, railway freight-car Super leaning load checkout gear is directly installed on (as shown in Figure 1) on the railway ballast of rail track, then will be arranged in the concrete foundation of rail track (as shown in Figure 2) without beam type automatic scale.
Above-mentioned railway freight-car Super leaning load checkout gear and being made up of rail, sleeper, sleeper basis (railway ballast or concrete foundation) and railway roadbed without the rail track that beam type automatic scale is installed.In addition, in response to the requirement of rail track communication signal transmissions, certain DC voltage should be had between two one steel rails of rail track (on the regular rail track especially for operation), therefore, keep the insulation between rail track two one steel rail to be very necessary.
Early stage railway freight-car Super leaning load checkout gear adopts steel work sleeper, is easy to like this install LOAD CELLS.But steel work sleeper is easy to be subject to ambient temperature or humidity effect and corrodes.Particularly at southern sough or coastal region, because appropriateness is comparatively large, steel work sleeper is easily corroded.When after the corrosion that steel work sleeper occurs to a certain degree, the insulation between rail can not be ensured, make rail track communication signal transmissions be subject to certain impact, be even difficult to the transmission realizing signal.Along with the development of railway equipment technology, ordinary concrete sleeper obtains transformation, and after installing pressure sensor additional, meet the insulating requirements of rail track.But because this transformation changes the geometric shape of sleeper, this cannot meet the technical requirements of railway relevant department to railway permanent ways maintaining, under particularly railway permanent ways maintaining adopts the background of do mechanization operation at present, therefore bring certain difficulty to railway permanent ways maintaining.
And for without beam type automatic scale, because its steel work sleeper is embedded in concrete foundation, when steel work sleeper is corroded, the application life that certainly will will reduce without the whole device of beam type automatic scale.
To sum up, be therefore necessary to transform to railway freight-car Super leaning load checkout gear or without the steel work sleeper in beam type automatic scale.
For the regular sleeper in rail track, its effect supports circuit rail, and its support for circuit rail has three kinds of mode: A usually, supported on both sides; B, mid portion supports; C, all supports.For these three kinds of situations force analysis as shown in figs. 3 a-3 c, wherein M1, M2 represent moment of flexure.In common line, sleeper is usually in C and all supports or A supported on both sides, and particularly without in beam type automatic scale equipment in station, sleeper is usually in C and all supports.
Common III type prestressed reinforced concrete tie profile as shown in Figure 4 A and 4 B shown in FIG..Owing to detecting on checkout gear or the sleeper without (as shown in Figure 1, 2) in beam type automatic scale surveyed area and need to install LOAD CELLS being in railway Super leaning load lorry, this just needs transform the shoulder block part of ordinary concrete sleeper and install LOAD CELLS additional, the result of such improvement is that sleeper height is increased, and this will affect rail track machinery maintenance; If remove shoulder block part to install LOAD CELLS additional again, confirm through practice, the result improved like this is the compressive strength by reducing sleeper.
Therefore, no matter existing be railway freight car Super leaning load checkout gear or without beam type automatic scale, there is following problem: steel work sleeper susceptibility-to-corrosion; Only the shoulder block part of common pre stressed concrete sleeper is transformed and the technical requirements of rail track mechanized maintenance can not be met after installing sensor additional.Therefore, need withstand corrosion and still can meet a kind of sleeper of the technical requirements of rail track mechanized maintenance after improving.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforced concrete composite construction sleeper, specifically be arranged on without the steel and concrete structure sleeper device on beam type automatic scale, Super leaning load checkout equipment, be mainly used in the metering of the Weight Loaded of railway freight car and super, unbalance loading detection.
In order to achieve the above object, the utility model provides a kind of steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, and it comprises: sleeper body; Many presstressed reinforcing steels, described many presstressed reinforcing steels are embedded in sleeper body along the length direction of sleeper body; Multiple stirrup, described multiple stirrup is set on described many presstressed reinforcing steels with predetermined space along the length direction of described presstressed reinforcing steel respectively; Multiple first arrangement of reinforcement, it becomes U-shaped, and described multiple first arrangement of reinforcement is embedded in sleeper body with opening upwards or the mode that Open Side Down along the length direction of sleeper body; At least three the second arrangements of reinforcement, it becomes U-shaped, and is embedded in sleeper body equally spacedly with opening upwards or the mode that Open Side Down; Two the first steelframes, its upper surface being embedded in sleeper body respectively corresponds to the position of railway track, and the upper surface of described first steelframe and the upper surface flush of sleeper body; Second steelframe, its length direction along sleeper body is embedded in the soffit place of sleeper body, and the soffit of described second steelframe flushes with the soffit of sleeper body; Multiple insulation sleeve, the position that it is corresponding to described two the first steelframes is embedded in sleeper body, and described first steelframe is provided with the through hole corresponding to described insulation sleeve; Two sensor mount assemblies, it is separately positioned on described two the first steelframes, and is coordinated by bolt and nut with being threaded of described insulation sleeve and being separately fixed on described two the first steelframes by described two sensor mount assemblies.
In the above-mentioned steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, described sensor mount assemblies includes the sensor for gaging pressure.
In the above-mentioned steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, the upper surface of described sensor mount assemblies is provided with the mounting structure for installing railway track.
In the above-mentioned steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, described presstressed reinforcing steel adopts 16, and diameter range is 7mm-7.2mm, and the hot strength of the material adopted is 1579N/mm
2, it arranges in described sleeper body substantially equably; Described stirrup adopts 12, and diameter range is 5mm-7mm, and the hot strength of the material adopted is 1479N/mm
2; Described first arrangement of reinforcement adopts 8, and diameter range is 6mm-8mm, the hot strength > 1579N/mm of the material adopted
2; Described second arrangement of reinforcement adopts 6, and diameter range is 9mm-11mm, the hot strength > 1479N/mm of the material adopted
2.
In the above-mentioned steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, described insulation sleeve is 8, and diameter is 22mm.
In the above-mentioned steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, in described sleeper body, be also embedded with the penetration pipe for holding electric wire or holding wire.
Owing to taking above technical scheme, the utility model has the advantage of: the corrosion-prone problem overcoming steel work sleeper, and the profile of its geometric shape of the sleeper that the utility model provides and ordinary concrete III type sleeper is basically identical, therefore can meet the technical requirements of rail track mechanized maintenance.Thus, improve the application life of sleeper and reduce the expense of railway maintenance.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of railway freight-car Super leaning load checkout gear; Wherein 1 is sleeper, and 2 is rail, and 3 is shear force sensor, and 4 is pressure sensor.
Fig. 2 is without beam type automatic scale and solid concrete roabed schematic diagram; Wherein 1 is sleeper, and 2 is rail, and 3 is shear force sensor, and 4 is pressure sensor, and 5 is concrete foundation.
Fig. 3 A-Fig. 3 C is the schematic diagram of regular sleeper force analysis; Wherein Fig. 3 A circuit rail be supported for supported on both sides, Fig. 3 B circuit rail be supported for mid portion support, Fig. 3 C circuit rail be supported for whole support.
Fig. 4 A and Fig. 4 B is the schematic diagram of common III type prestressed reinforced concrete tie profile.
The schematic cross-section of the steel reinforced concrete composite construction sleeper that Fig. 5 A provides for the utility model, is wherein provided with railway track.
Another schematic cross-section of the steel reinforced concrete composite construction sleeper that Fig. 5 B provides for the utility model, is wherein provided with railway track, and does not show sensor mount assemblies and penetration pipe.
The three-dimensional appearance schematic diagram of the steel reinforced concrete composite construction sleeper that Fig. 6 provides for the utility model.
Detailed description of the invention
Below with detailed reference to each embodiment of the present utility model, the example of these embodiments is shown in the accompanying drawings and is described below.
Shown in figure 5A, Fig. 5 B and Fig. 6, the utility model provides a kind of steel reinforced concrete composite construction sleeper, particularly a kind of steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment, and it comprises:
Sleeper body 10, it is made up of concrete;
Many presstressed reinforcing steels 11, described many presstressed reinforcing steels 11 are embedded in sleeper body 10 along the length direction of sleeper body 10;
Multiple stirrup 12, described multiple stirrup 12 is set on described many presstressed reinforcing steels 11 with predetermined space along the length direction of presstressed reinforcing steel 11 respectively;
Multiple first arrangement of reinforcement 13, it becomes U-shaped, and described multiple first arrangement of reinforcement 13 is embedded in sleeper body 10 with opening upwards or the mode that Open Side Down along the length direction of sleeper body 10;
At least three the second arrangements of reinforcement 14, it becomes U-shaped, and is embedded in sleeper body 10 equally spacedly with opening upwards or the mode that Open Side Down;
Two the first steelframes 15, its upper surface 101 being embedded in sleeper body 10 respectively corresponds to the position of railway track, and the described upper surface of the first steelframe 15 flushes with the upper surface 101 of sleeper body;
Second steelframe 16, its length direction along sleeper body 10 is embedded in soffit 102 place of sleeper body 10, and the soffit of described second steelframe flushes with the soffit 102 of sleeper body;
Multiple insulation sleeve 17, the position that it is corresponding to described two the first steelframes 15 is embedded in sleeper body 10, and the first steelframe 15 is provided with the through hole 151 corresponding to insulation sleeve 17;
Two sensor mount assemblies 18, it is separately positioned on two the first steelframes 15, and is coordinated by bolt 181, nut 182 with being threaded of insulation sleeve 17 and being separately fixed on two the first steelframes 15 by described two sensor mount assemblies 18.
In specific embodiments of the present utility model, described sensor mount assemblies 18 is fixed on sleeper of the present utility model for pressure sensor of weighing, and weighing-rail sensor plays a supportive role to rail 20.Further, the upper surface of sensor mount assemblies 18 is provided with the mounting structure for installing railway track 20, and this mounting structure is traditional mounting structure, therefore repeats no more.
In specific embodiments of the present utility model, described presstressed reinforcing steel 11 adopts 16, and diameter range is 7mm-7.2mm, and the hot strength of the material adopted is 1579N/mm
2, it arranges in described sleeper body substantially equably; Described stirrup 12 adopts 12, and diameter range is 5mm-7mm, and the hot strength of the material adopted is 1479N/mm
2; Described first arrangement of reinforcement 13 adopts 8, and diameter range is 6mm-8mm, the hot strength > 1579N/mm of the material adopted
2; Described second arrangement of reinforcement 14 adopts 6, and diameter range is 9mm-11mm, the hot strength > 1479N/mm of the material adopted
2.Wherein, as shown in FIG., the first arrangement of reinforcement 13 is different with the angle that the second arrangement of reinforcement 14 is arranged, in preferred embodiments, it is mutually 90 each other
°arrange.In addition, in the embodiment shown in the drawing, first arrangement of reinforcement 13 is that Open Side Down and arranges, but in other embodiments, it also can be that opening upwards is arranged, and the second arrangement of reinforcement 14 is preferably arranged on the contrary with the opening direction of the first arrangement of reinforcement 13, but this is not absolute, and the second arrangement of reinforcement 14 opening direction also can be identical with the opening direction of the first arrangement of reinforcement 13.Specifically, the first arrangement of reinforcement 13 in the utility model is mainly used in increasing the compressive resistance of sleeper, and the second arrangement of reinforcement 14 in the utility model and the first steelframe 15 and the second steelframe 16 are mainly used in the bending resistance square increasing sleeper.
In specific embodiments of the present utility model, insulation sleeve 17 is 8, and diameter is 22mm.Further, the penetration pipe 19 for holding electric wire or holding wire is also embedded with in sleeper body 10.
As shown in Figure 6, the geometric shape of the steel reinforced concrete composite construction sleeper adopting above-mentioned embodiment to make and the profile of ordinary concrete III type sleeper basically identical, this can meet the technical requirements of rail track mechanized maintenance, thus reduces the cost of railway maintenance.Further, the utility model also overcomes the corrosion-prone problem of steel work sleeper.
Claims (7)
1. be arranged on the steel reinforced concrete composite construction sleeper on automatic scale, Super leaning load checkout equipment, it is characterized in that, comprising:
Sleeper body;
Many presstressed reinforcing steels, described many presstressed reinforcing steels are embedded in sleeper body along the length direction of sleeper body;
Multiple stirrup, described multiple stirrup is set on described many presstressed reinforcing steels with predetermined space along the length direction of described presstressed reinforcing steel respectively;
Multiple first arrangement of reinforcement, it becomes U-shaped, and described multiple first arrangement of reinforcement is embedded in sleeper body with opening upwards or the mode that Open Side Down along the length direction of sleeper body;
At least three the second arrangements of reinforcement, it becomes U-shaped, and is embedded in sleeper body equally spacedly with opening upwards or the mode that Open Side Down;
Two the first steelframes, its upper surface being embedded in sleeper body respectively corresponds to the position of railway track, and the upper surface of described first steelframe and the upper surface flush of sleeper body;
Second steelframe, its length direction along sleeper body is embedded in the soffit place of sleeper body, and the soffit of described second steelframe flushes with the soffit of sleeper body;
Multiple insulation sleeve, the position that it is corresponding to described two the first steelframes is embedded in sleeper body, and described first steelframe is provided with the through hole corresponding to described insulation sleeve;
Two sensor mount assemblies, it is separately positioned on described two the first steelframes, and is coordinated by bolt and nut with being threaded of described insulation sleeve and being separately fixed on described two the first steelframes by described two sensor mount assemblies.
2. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1, is characterized in that: described sensor mount assemblies includes the sensor for gaging pressure.
3. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1, is characterized in that: the upper surface of described sensor mount assemblies is provided with the mounting structure for installing railway track.
4. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1, is characterized in that:
Described presstressed reinforcing steel adopts 16, and diameter range is 7mm-7.2mm, and the hot strength of the material adopted is 1579N/mm
2, it arranges in described sleeper body equably;
Described stirrup adopts 12, and diameter range is 5mm-7mm, and the hot strength of the material adopted is 1479N/mm
2;
Described first arrangement of reinforcement adopts 8, and diameter range is 6mm-8mm, the hot strength > 1579N/mm of the material adopted
2;
Described second arrangement of reinforcement adopts 6, and diameter range is 9mm-11mm, the hot strength > 1479N/mm of the material adopted
2.
5. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1, it is characterized in that, described insulation sleeve is 8, and diameter is 22mm.
6. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1-5 any one, is characterized in that: be also embedded with the penetration pipe for holding electric wire or holding wire in described sleeper body.
7. the steel reinforced concrete composite construction sleeper be arranged on automatic scale, Super leaning load checkout equipment according to claim 1-5 any one, is characterized in that: described sleeper body is made up of concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420372085.1U CN204238071U (en) | 2014-07-07 | 2014-07-07 | A kind of steel reinforced concrete composite construction sleeper |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420372085.1U CN204238071U (en) | 2014-07-07 | 2014-07-07 | A kind of steel reinforced concrete composite construction sleeper |
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| CN204238071U true CN204238071U (en) | 2015-04-01 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274908A (en) * | 2014-07-07 | 2016-01-27 | 北京华横新技术开发公司 | Reinforced-concrete-structure sleeper |
| CN105274908B (en) * | 2014-07-07 | 2016-11-30 | 北京华横新技术开发公司 | Steel reinforced concrete composite construction sleeper |
| 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 |
-
2014
- 2014-07-07 CN CN201420372085.1U patent/CN204238071U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105274908A (en) * | 2014-07-07 | 2016-01-27 | 北京华横新技术开发公司 | Reinforced-concrete-structure sleeper |
| CN105274908B (en) * | 2014-07-07 | 2016-11-30 | 北京华横新技术开发公司 | Steel reinforced concrete composite construction sleeper |
| 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 |
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