CN2931554Y - Longitudinal connecting frame prestressed orbit plate - Google Patents
Longitudinal connecting frame prestressed orbit plate Download PDFInfo
- Publication number
- CN2931554Y CN2931554Y CN 200620034001 CN200620034001U CN2931554Y CN 2931554 Y CN2931554 Y CN 2931554Y CN 200620034001 CN200620034001 CN 200620034001 CN 200620034001 U CN200620034001 U CN 200620034001U CN 2931554 Y CN2931554 Y CN 2931554Y
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- CN
- China
- Prior art keywords
- track plate
- reinforcing bar
- type frame
- track
- vertical connecting
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- Expired - Lifetime
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Abstract
The utility model discloses a longitudinal connecting frame prestress track board belonging to the architecture component technical field, which comprises a board structure composed of concrete and built-in reinforced bars concreted together. Through grooves are arranged on the middle of the track board, at least a gap are symmetrically arranged on the two longitudinal end faces of the track board, screw thread reinforced bars are arranged on the gaps, one ends of the screw thread reinforced bars are concreted in the board and the other ends with the screw thread are exposed on the gaps. Embedded insulating sleeves are symmetrically arranged on a support rail portion of the track board, the nodes of the built-in reinforced bars of the track board are insulating nodes; transverse prestress reinforced bars are symmetrically arranged in the track board. The utility model not only has a good insulating and crack resistance performance, but further reduces the cost and enables the manufacturing and installing more convenient and quick.
Description
Technical field
The utility model relates to a kind of railway construction member, is specifically related to a kind of track plate.
Background technology
At present, China railways generally adopts ballasted track.Ballasted track has reached the limit of supporting capacity under high speed, heavy haul train action of long-term load, show ballast bed destruction is constantly aggravated, the smooth-going degree variation of track, the maintenance activity amount strengthens, available maintenance time is fewer and feweri, has seriously hindered railway and has developed to the direction of high speed, heavy duty.Therefore, non-maintaining or few maintenance, track ride comfort advantage good, good rigidity receive an acclaim ballastless track with it, but because Chinese track circuit transmission standard is by the track transmission signal of telecommunication, this track plate that just requires to be layed under the rail has the good insulation performance performance.
The utility model content
Based on above-mentioned need of practice, the purpose of this utility model is: the vertical connecting type frame prestressed track plate that provides a kind of and be applicable to ballastless track, has good insulation performance, easy construction and economical with materials.
The technical solution of the utility model is: a kind of vertical connecting type frame prestressed track plate, comprise by concrete and built-in reinforcing bar and build the platy structure that forms, track plate middle part has groove, vertical both ends of the surface of track plate are symmetrically arranged with at least one breach, indentation, there is arranged with indented bars, one end of indented bars is built in plate, the other end of indented bars contains screw thread and exposes to indentation, there, the support rail position of track plate is symmetrically distributed with pre-buried insulation sleeve, the built-in reinforcing bar node of track plate is arranged with transverse prestressed reinforcing steel bar for the insulation node in the track plate.Described breach and screw thread are to be used for vertically connecting between the track plate.Above-mentioned pre-buried insulation sleeve is to be convenient to and the bolt insulation that rail is installed.Described transverse prestressed reinforcing steel bar is used to strengthen the cracking resistance of track plate.
Thickness direction is provided with spacing hole on the described track plate.When being used for the track plate and being installed on the roadbed, overcome the displacement that the track plate causes under the wheel load effect.Described spacing hole is arranged on the longitudinal centre line of track plate.Described spacing hole is symmetricly set near on the longitudinal centre line at track plate two ends, makes the track plate stressed more even.
Track plate transverse side is provided with the lifting nut.Be convenient to the lifting and the carrying of track plate.
The reinforcing bar of track intralamellar part is formed by vertical and horizontal reinforcing bar racking seizing, and longitudinal reinforcement adopts the insulating coating reinforcing bar for track plate plate body balancing performance, and the built-in reinforcing bar of track plate is pressed the kernel of section symmetric arrangement.Cushioning insulation materials between the node of horizontal and vertical reinforcing bar, the effect of insulation materials are to prevent from that the coating of insulating reinforcing steel bars from breaking to form the loop, are the equal of the reliability of having strengthened the insulation of reinforcing bar node.Reinforcing bar binding adopts the colligation of insulated binding line.Make the reinforcing bar node of track intralamellar part insulate, the track plate does not form the loop to reinforcing bar in length and breadth, does not produce electromagnetic induction, thereby the track plate can not exert an influence thus to the rail signal transmission distance.Certainly, for the insulation processing of the built-in reinforcing bar of track plate, can also adopt other insulation measures.
The coating of described insulating coating reinforcing bar is an epoxide resin material.Described insulated binding line is the insulating coating steel wire.The coating of described insulating coating steel wire is an epoxide resin material.
Described transverse prestressed reinforcing steel bar is contained on the anchor plate, and anchor plate is positioned at track plate both lateral sides and builds in the track plate.
The beneficial effects of the utility model are: track intralamellar part reinforcing bar does not form the loop, does not produce electromagnetic induction; Track plate middle part has groove, can reduce the raw material consumption, and vertical both ends of the surface of track plate are symmetrically arranged with at least one breach, and indentation, there is arranged with indented bars, has not only saved raw material, but also makes things convenient for the vertical connection between the track plate; On track plate support rail position, be embedded with insulation sleeve, insulating properties that can more effective guarantee track plate; Be provided with the cracking resistance that transverse prestressed reinforcing steel bar can strengthen the track plate in the track plate; Thereby the track plate can not exert an influence to the rail signal transmission distance, and installs more convenient, quick yet.
Below in conjunction with the drawings and specific embodiments the utility model is further specified.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 1;
Fig. 2 is that the A-A of Fig. 1 cuts open structural representation;
Fig. 3 is that the C of Fig. 1 is to structural representation;
Fig. 4 is that the B-B of Fig. 1 cuts open structural representation;
Fig. 5 is track intralamellar part prestressed reinforcement and the indented bars structural representation of the utility model embodiment 1;
Fig. 6 is that the F-F of Fig. 5 cuts open structural representation;
Fig. 7 is an indented bars structural representation among Fig. 1;
Fig. 8 is the structural representation of the utility model embodiment 2;
Fig. 9 is that the D-D of Fig. 8 cuts open structural representation;
Figure 10 is that the E of Fig. 8 is to structural representation;
Figure 11 is that the G-G of Fig. 8 cuts open structural representation;
Figure 12 is track intralamellar part prestressed reinforcement and the indented bars structural representation of the utility model embodiment 2;
Figure 13 is that the M-M of Figure 12 cuts open structural representation;
Wherein, Reference numeral is: 1 is breach, and 2 is indented bars, and 3 is insulation sleeve, and 4 is spacing hole, and 5 are the lifting nut, and 6 is track plate longitudinal centre line, and 7 is screw thread, and 8 is transverse prestressed reinforcing steel bar, and 9 is anchor plate.
The specific embodiment
To shown in Figure 7, a kind of vertical connecting type frame prestressed track plate mainly is to build the platy structure that forms by concrete and built-in reinforcing bar as Fig. 1, and track plate middle part has groove 10, and consumption can save material; Vertical both ends of the surface of track plate are symmetrically arranged with two breach 1, breach 1 place is arranged with indented bars 2, one end of indented bars 2 is built in plate, and the other end of indented bars contains screw thread 7 and exposes to breach 1 place, and breach 1 and screw thread 7 are to be used for vertically connecting between the track plate; The support rail position of track plate is symmetrically distributed with pre-buried insulation sleeve 3, so that insulate with the bolt that rail is installed; The built-in reinforcing bar of track plate is pressed the kernel of section symmetric arrangement, built-in reinforcing bar node is the insulation node, the reinforcing bar node that is the track intralamellar part carries out insulation processing, the reinforcing bar of track intralamellar part is by forming to the reinforcing bar racking seizing in length and breadth, longitudinal reinforcement adopts the epoxy resins insulation coated reinforcement, cushioning insulation materials between the node of horizontal and vertical reinforcing bar, reinforcing bar binding adopt the colligation of insulated binding line, and its insulated binding line is an epoxy resins insulation coating steel wire; Be arranged with transverse prestressed reinforcing steel bar 8 in the track plate, be used to strengthen the cracking resistance of track plate, transverse prestressed reinforcing steel bar 8 is contained on the anchor plate 9, and anchor plate 9 is positioned at track plate both lateral sides and is built in the track plate; Thickness direction is provided with spacing hole 4 on the described track plate, and spacing hole 4 is symmetricly set near on the longitudinal centre line at track plate two ends, when being used for the track plate and being installed on the roadbed, overcomes the displacement that the track plate causes under the wheel load effect; Track plate transverse side is provided with lifting nut 5, is convenient to the lifting and the carrying of track plate.
To shown in Figure 13, a kind of vertical connecting type frame prestressed track plate mainly is to build the platy structure track plate middle part that forms by concrete and built-in reinforcing bar to have groove 10, can save material as Fig. 8; Vertical both ends of the surface of track plate are symmetrically arranged with a breach 1, breach 1 place is arranged with indented bars 2, one end of indented bars 2 is built in plate, and the other end of indented bars contains screw thread 7 and exposes to breach 1 place, and breach 1 and screw thread 7 are to be used for vertically connecting between the track plate; The support rail position of track plate is symmetrically distributed with pre-buried insulation sleeve 3, so that insulate with the bolt that rail is installed; The built-in reinforcing bar node of track plate is the insulation node, the reinforcing bar node that is the track intralamellar part carries out insulation processing, the reinforcing bar of track intralamellar part is by forming to the reinforcing bar racking seizing in length and breadth, transverse reinforcement adopts plain bars, the general hot rolled ribbed steel bar that adopts, its performance should meet the regulation of GB 1499 " steel concrete hot rolled ribbed steel bar ", longitudinal reinforcement adopts the epoxy resins insulation coated reinforcement, cushioning insulation materials between the node of horizontal and vertical reinforcing bar, reinforcing bar binding adopts the colligation of insulated binding line, and its insulated binding line is an epoxy resins insulation coating steel wire; Be arranged with transverse prestressed reinforcing steel bar 8 in the track plate, transverse prestressed reinforcing steel bar 8 is contained on the anchor plate 9, and anchor plate 9 is positioned at track plate both lateral sides and is built in the track plate; Thickness direction is provided with spacing hole 4 on the described track plate, and spacing hole 4 is symmetricly set near on the longitudinal centre line at track plate two ends, when being used for the track plate and being installed on the roadbed, overcomes the displacement that the track plate causes under the wheel load effect; Track plate transverse side is provided with lifting nut 5, is convenient to the lifting and the carrying of track plate.
Claims (10)
1, a kind of vertical connecting type frame prestressed track plate, comprise by concrete and built-in reinforcing bar and build the platy structure that forms, it is characterized in that: track plate middle part has groove (10), vertical both ends of the surface of track plate are symmetrically arranged with at least one breach (1), breach (1) locates to be arranged with indented bars (2), one end of indented bars (2) is built in plate, and the other end of indented bars (2) contains screw thread (7) and exposes to breach (1) to be located; Be symmetrically distributed with pre-buried insulation sleeve (3) on the support rail position of track plate; The built-in reinforcing bar node of track plate is the insulation node; Be arranged with transverse prestressed reinforcing steel bar (8) in the track plate.
2, vertical connecting type frame prestressed track plate according to claim 1 is characterized in that: described track plate is provided with spacing hole (4).
3, vertical connecting type frame prestressed track plate according to claim 2 is characterized in that: described spacing hole (4) is arranged on the longitudinal centre line (6) of track plate.
4, vertical connecting type frame prestressed track plate according to claim 3 is characterized in that: described spacing hole (4) has two at least, and is symmetricly set near on the longitudinal centre line (6) at track plate two ends.
5, vertical connecting type frame prestressed track plate according to claim 1 and 2 is characterized in that: track plate transverse side is provided with lifting nut (5).
6, vertical connecting type frame prestressed track plate according to claim 1 and 2 is characterized in that: the reinforcing bar of track intralamellar part is formed by vertical and horizontal reinforcing bar racking seizing, and longitudinal reinforcement adopts the insulating coating reinforcing bar.
7, vertical connecting type frame prestressed track plate according to claim 6 is characterized in that: cushioning insulation materials between the node of horizontal and vertical reinforcing bar, reinforcing bar binding adopt the colligation of insulated binding line.
8, vertical connecting type frame prestressed track plate according to claim 6 is characterized in that: the coating of described insulating coating reinforcing bar is an epoxide resin material.
9, vertical connecting type frame prestressed track plate according to claim 7 is characterized in that: described insulated binding line is an epoxy resins insulation coating steel wire.
10, vertical connecting type frame prestressed track plate according to claim 1 and 2 is characterized in that: described transverse prestressed reinforcing steel bar (8) is contained on the anchor plate (9), and anchor plate (9) is positioned at track plate both lateral sides and is built in the track plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620034001 CN2931554Y (en) | 2006-04-27 | 2006-04-27 | Longitudinal connecting frame prestressed orbit plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620034001 CN2931554Y (en) | 2006-04-27 | 2006-04-27 | Longitudinal connecting frame prestressed orbit plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2931554Y true CN2931554Y (en) | 2007-08-08 |
Family
ID=38348054
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620034001 Expired - Lifetime CN2931554Y (en) | 2006-04-27 | 2006-04-27 | Longitudinal connecting frame prestressed orbit plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2931554Y (en) |
-
2006
- 2006-04-27 CN CN 200620034001 patent/CN2931554Y/en not_active Expired - Lifetime
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20070808 |
|
| EXPY | Termination of patent right or utility model |