CN204728149U - Be applicable to the quick lap joint track of geological hazard control engineering rolling topography - Google Patents
Be applicable to the quick lap joint track of geological hazard control engineering rolling topography Download PDFInfo
- Publication number
- CN204728149U CN204728149U CN201520455068.9U CN201520455068U CN204728149U CN 204728149 U CN204728149 U CN 204728149U CN 201520455068 U CN201520455068 U CN 201520455068U CN 204728149 U CN204728149 U CN 204728149U
- Authority
- CN
- China
- Prior art keywords
- carrier bar
- rail
- monomer
- bar
- tie
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses the quick lap joint track being applicable to geological hazard control engineering rolling topography, comprise rail monomer, carrier bar monomer, carrier bar junction plate, joint fastening, telescopic support legs, tie-beam and oblique pull rope, described rail has two and horizontal parallel, and every bar rail is formed by connecting in turn by many one steel rails monomer head and the tail.Described carrier bar has two, and every bar carrier bar is formed by connecting by carrier bar junction plate head and the tail by many carrier bar monomers, and every bar carrier bar fixedly mounts a rail, and described tie-beam is arranged between two carrier bars.Described telescopic support legs is arranged on every root carrier bar monomer near the bottom at two ends, and described oblique pull rope is arranged on the outside of telescopic support legs.This kind of track overlap joint easily and fast, is convenient to dismounting, can be reused, can meet surface relief little time, the needs of Mini-railway car transport.
Description
Technical field
The utility model relates to field of mechanical technique, particularly relates to a kind of quick lap joint track being applicable to geological hazard control engineering rolling topography.
Background technology
Car-haul is as a kind of conventional means of transportation, and have motor-driven, flexible, that cost is low advantage, but in rugged and rough landform, lay satisfactory track if want, engineering quantity is large, long in time limit, limits its application.Before track laying, need to build concrete column on ground, if used in geological hazard control engineering, be difficult within a short period of time track overlapped, affect the progress of geological hazard control engineering.Even if can track be overlapped on time, because the cycle of geological hazard control engineering use track can not be oversize, often need dismantling of track after geological hazard control engineering completes, thus cause the significant wastage to resource.Prior art needs further improvement and develops, need a kind of can quick lap joint and be convenient to remove track, use in rugged landform.
Utility model content
Technical problem to be solved in the utility model is: for the defect existed in above-mentioned technology, the utility model proposes a kind of quick lap joint track being applied to geological hazard control engineering, this track should have the feature of quick lap joint and dismounting, can repeatedly Reusability, not by the constraint of landform condition.
In order to solve the problems of the technologies described above, the technical scheme that the utility model adopts is:
Be applicable to the quick lap joint track of geological hazard control engineering rolling topography, comprise rail monomer, carrier bar monomer, carrier bar junction plate, joint fastening, telescopic support legs, tie-beam and oblique pull rope, it is characterized in that, described rail has two and horizontal parallel, every bar rail is connected in sequence by many one steel rails monomer head and the tail, and adjacent rail monomer is by the fixing docking of joint fastening.Described carrier bar has two, every bar carrier bar is formed by connecting by carrier bar junction plate head and the tail by many carrier bar monomers, every bar carrier bar fixedly mounts a rail, and the axis of every bar rail is identical with the axis of carrier bar corresponding below it, and described tie-beam is arranged between two carrier bars.Described telescopic support legs is arranged on every root carrier bar monomer near the bottom at two ends, and the installing plate at telescopic support legs top and the base plate of carrier bar monomer are bolted to connection, and described oblique pull rope is arranged on the outside of telescopic support legs.
Preferably, the end docking of described arbitrary neighborhood two one steel rail monomer, is all arranged joint fastening near the web both sides of the rail monomer of joint, joint fastening and adjacent two one steel rail monomers is fixedly linked into an integrated entity by bolt.
Preferably, the end docking of described arbitrary neighborhood two carrier bar monomers, is all arranged carrier bar junction plate near the web both sides of the carrier bar monomer of joint, carrier bar junction plate and adjacent two carrier bar monomers is fixedly linked into an integrated entity by bolt.
Preferably, described joint fastening and the carrier bar junction plate below it distribute along the axile displacement of rail.
Preferably, described carrier bar monomer is H profile steel, and the top board both sides of carrier bar are axially provided with multiple rail pressing device along it, and rail pressing device pushes down the both sides of rail bottom, is provided with rubber sheet gasket between carrier bar and the rail above it.
Preferably, described carrier bar monomer is i shaped steel, the web both sides of carrier bar are provided with vertically organizes rail fastening more, the bottom of rail fastening is fixed on the web of carrier bar, the both sides of rail bottom are pushed down in the upper end of rail fastening, are provided with rubber sheet gasket between carrier bar and the rail above it.
Preferably, be bolted in the middle part of the web of described tie-beam one end and carrier bar, be bolted in the middle part of the web of the other end and an other carrier bar, the web being axially perpendicular to carrier bar of tie-beam, tie-beam has many and along carrier bar axial distribution, every root carrier bar monomer is at least provided with two tie-beams.
Preferably, the hanger of described each installing plate is mounted with two oblique pull ropes, oblique pull rope one end hangs over the hanger of installing plate, and the other end is connected with earth anchor, and every root oblique pull rope is provided with flower basket bolt.
By adopting preceding solution, Advantageous Effects of the present utility model is: the utility model has quick lap joint and easy-to-dismount feature, be applicable to rugged hills and mountain region, for overlap track component removal after convenient transport, be particularly useful for the engineering disaster relief.This device has the feature of maneuverability, can reuse, effectively economize on resources, reduce use cost, not only meet the mountain region that surface relief is little, be also applicable to the needs of mine Internal Small-scale car-haul after track dismounting.
Accompanying drawing explanation
Fig. 1 is the structural representation that the utility model is applicable to the quick lap joint track of geological hazard control engineering rolling topography.
Fig. 2 is the structural principle schematic diagram of a certain parts in Fig. 1, and what illustrate is joint fastening.
Fig. 3 is the structural principle schematic diagram of certain part in Fig. 1, and what illustrate is carrier bar junction plate.
Fig. 4 is the structural principle schematic diagram of a kind of embodiment of the utility model.
Fig. 5 is the structural principle schematic diagram of the another kind of embodiment of the utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
Embodiment 1, composition graphs 1 to Fig. 4, be applicable to the quick lap joint track of geological hazard control engineering rolling topography, comprise rail monomer 1, carrier bar monomer 2, carrier bar junction plate 3, joint fastening 4, telescopic support legs 5, tie-beam 6 and oblique pull rope 7, described rail has two and horizontal parallel, every bar rail is connected in sequence by many one steel rails monomer 1 head and the tail, the end docking of described arbitrary neighborhood two one steel rail monomer 1, near the web both sides of the rail monomer 1 of joint, joint fastening 3 is all set, by bolt, joint fastening 3 is fixedly connected with integral with adjacent two one steel rail monomers 1.Described carrier bar has two and is H profile steel, every bar carrier bar is formed by connecting by carrier bar junction plate 4 head and the tail in turn by many carrier bar monomers 2, the end docking of described arbitrary neighborhood two carrier bar monomers 2, all arrange carrier bar junction plate 4 near the web both sides of the carrier bar monomer 2 of joint, two carrier bar monomers 2 are fixedly connected with integral by bolt by carrier bar junction plate 4.Every bar rail is fixedly installed on a carrier bar, and the top board both sides of every bar carrier bar are axially provided with multiple rail pressing device 8 along it, and rail pressing device 8 pushes down the bottom of rail near the side of rail, is provided with rubber sheet gasket 9 between carrier bar and the rail above it.
The axis of every bar rail is identical with the axis of carrier bar below it, and described joint fastening 3 distributes along the axile displacement of rail 1 with the carrier bar junction plate 4 below it.Described tie-beam 6 is arranged between two carrier bars, be bolted in the middle part of one end of tie-beam 6 and the web of a wherein carrier bar, be bolted in the middle part of the other end of tie-beam 6 and the web of an other carrier bar, tie-beam 6 is axially perpendicular to the web of carrier bar monomer 2, tie-beam 6 has many and along carrier bar axial distribution, every root carrier bar monomer 2 is at least provided with two tie-beams 6, and tie-beam 6 is for the structural strength limiting gauge and strengthen between two carrier bars.Described telescopic support legs 5 is arranged on the bottom of carrier bar monomer 2 near two ends, the installing plate 11 at telescopic support legs 5 top is bolted to connection with the base plate of carrier bar monomer 2, the hanger of described each installing plate 11 is mounted with two oblique pull ropes 7, oblique pull rope 7 is arranged on the outside of telescopic support legs 5, oblique pull rope 7 one end hangs on the hanger of installing plate 11, its other end is connected with earth anchor, every root oblique pull rope 7 is provided with the flower basket bolt 12 for regulating oblique pull rope 7 tensioner degree.
Embodiment 2, composition graphs 1, Fig. 2, Fig. 3 and Fig. 5, be applicable to the quick lap joint track of rolling topography, comprise rail monomer 1, carrier bar monomer 2, carrier bar junction plate 3, joint fastening 4, telescopic support legs 5, tie-beam 6 and oblique pull rope 7, described rail has two and horizontal parallel, every bar rail is connected in sequence by many one steel rails monomer 1 head and the tail, the end docking of described arbitrary neighborhood two one steel rail monomer 1, near the web both sides of the rail monomer 1 of joint, joint fastening 3 is all set, by bolt, joint fastening 3 is fixedly connected with integral with adjacent two one steel rail monomers 1.Described carrier bar has two and is i shaped steel, every bar carrier bar is formed by connecting by carrier bar junction plate 4 head and the tail in turn by many carrier bar monomers 2, the end docking of described arbitrary neighborhood two carrier bar monomers 2, all arrange carrier bar junction plate 4 near the web both sides of the carrier bar monomer 2 of joint, two carrier bar monomers 2 are fixedly connected with integral by bolt by carrier bar junction plate 4.Every bar rail is fixedly installed on a carrier bar, the web both sides of carrier bar are axially provided with many group rail fastenings 10 along it, the bottom of rail fastening 10 is fixed on the web of carrier bar monomer 2, the outside of rail 1 bottom is pushed down in the upper end of rail fastening 10, is provided with rubber sheet gasket 9 between carrier bar monomer 2 and the rail monomer 1 above it.
The axis of every bar rail is identical with the axis of carrier bar below it, and described joint fastening 3 distributes along the axile displacement of rail 1 with the carrier bar junction plate 4 below it.Described tie-beam 6 is arranged between two carrier bars, be bolted in the middle part of one end of tie-beam 6 and the web of a wherein carrier bar, be bolted in the middle part of the other end of tie-beam 6 and the web of an other carrier bar, tie-beam 6 is axially perpendicular to the web of carrier bar monomer 2, tie-beam 6 has many and along carrier bar axial distribution, every root carrier bar monomer 2 is at least provided with two tie-beams 6, and tie-beam 6 is for the structural strength limiting gauge and strengthen between two carrier bars.Described telescopic support legs 5 is arranged on the bottom of carrier bar monomer 2 near two ends, the installing plate 11 at telescopic support legs 5 top is bolted to connection with the base plate of carrier bar monomer 2, the hanger of described each installing plate 11 is mounted with two oblique pull ropes 7, oblique pull rope 7 is arranged on the outside of telescopic support legs 5, oblique pull rope 7 one end hangs on the hanger of installing plate 11, its other end is connected with earth anchor, every root oblique pull rope 7 is provided with the flower basket bolt 12 for regulating oblique pull rope 7 tensioner degree.
Certainly; above-mentioned explanation is not to restriction of the present utility model; the utility model is also not limited in above-mentioned citing, the change that those skilled in the art make in essential scope of the present utility model, remodeling, interpolation or replacement, also should belong to protection domain of the present utility model.
Claims (7)
1. be applicable to the quick lap joint track of geological hazard control engineering rolling topography, comprise rail monomer, carrier bar monomer, carrier bar junction plate, joint fastening, telescopic support legs, tie-beam and oblique pull rope, it is characterized in that, described rail has two and horizontal parallel, every bar rail is connected in sequence by many one steel rails monomer head and the tail, and adjacent rail monomer is by the fixing docking of joint fastening; Described carrier bar has two, every bar carrier bar is formed by connecting by carrier bar junction plate head and the tail by many carrier bar monomers, every bar carrier bar fixedly mounts a rail, and the axis of every bar rail is identical with the axis of carrier bar corresponding below it, and described tie-beam is arranged between two carrier bars; Described telescopic support legs is arranged on every root carrier bar monomer near the bottom at two ends, and the installing plate at telescopic support legs top and the base plate of carrier bar monomer are bolted to connection, and described oblique pull rope is arranged on the outside of telescopic support legs.
2. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 1, it is characterized in that, the end docking of any two described adjacent rail monomers, near the web both sides of the rail monomer of joint, all joint fastening is set, by bolt, joint fastening and adjacent two one steel rail monomers is fixedly linked into an integrated entity; The end docking of described arbitrary neighborhood two carrier bar monomers, is all arranged carrier bar junction plate near the web both sides of the carrier bar monomer of joint, carrier bar junction plate and adjacent two carrier bar monomers is fixedly linked into an integrated entity by bolt.
3. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 2, is characterized in that, described joint fastening and the carrier bar junction plate below it distribute along the axile displacement of rail.
4. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 1, it is characterized in that, described carrier bar monomer is H profile steel, the top board both sides of carrier bar are axially provided with multiple rail pressing device along it, rail pressing device pushes down the both sides of rail bottom, is provided with rubber sheet gasket between carrier bar and the rail above it.
5. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 1, it is characterized in that, described carrier bar monomer is i shaped steel, the web both sides of carrier bar are provided with vertically organizes rail fastening more, the bottom of rail fastening is fixed on the web of carrier bar, the both sides of rail bottom are pushed down in the upper end of rail fastening, are provided with rubber sheet gasket between carrier bar and the rail above it.
6. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 1, it is characterized in that, be bolted in the middle part of the web of described tie-beam one end and carrier bar, be bolted in the middle part of the web of the other end and an other carrier bar, the web being axially perpendicular to carrier bar of tie-beam, tie-beam has many and along carrier bar axial distribution, every root carrier bar monomer is at least provided with two tie-beams.
7. the quick lap joint track being applicable to geological hazard control engineering rolling topography according to claim 1, it is characterized in that, the hanger of each described installing plate is mounted with two oblique pull ropes, oblique pull rope one end hangs over the hanger of installing plate, the other end is connected with earth anchor, and every root oblique pull rope is provided with flower basket bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520455068.9U CN204728149U (en) | 2015-06-29 | 2015-06-29 | Be applicable to the quick lap joint track of geological hazard control engineering rolling topography |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520455068.9U CN204728149U (en) | 2015-06-29 | 2015-06-29 | Be applicable to the quick lap joint track of geological hazard control engineering rolling topography |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204728149U true CN204728149U (en) | 2015-10-28 |
Family
ID=54386511
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520455068.9U Expired - Fee Related CN204728149U (en) | 2015-06-29 | 2015-06-29 | Be applicable to the quick lap joint track of geological hazard control engineering rolling topography |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204728149U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130161A (en) * | 2019-05-07 | 2019-08-16 | 北京天地玛珂电液控制系统有限公司 | A kind of flexible rail of seamless connection |
| CN114164718A (en) * | 2021-11-10 | 2022-03-11 | 中铁二局集团有限公司 | Reinforced temporary guide rail system and installation method |
-
2015
- 2015-06-29 CN CN201520455068.9U patent/CN204728149U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130161A (en) * | 2019-05-07 | 2019-08-16 | 北京天地玛珂电液控制系统有限公司 | A kind of flexible rail of seamless connection |
| CN110130161B (en) * | 2019-05-07 | 2021-11-19 | 北京天地玛珂电液控制系统有限公司 | Seamless connection's flexible track |
| CN114164718A (en) * | 2021-11-10 | 2022-03-11 | 中铁二局集团有限公司 | Reinforced temporary guide rail system and installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105040817B (en) | The prestressing force assembled intermediolateral column steel frame of recoverable function | |
| CN204401997U (en) | A kind of suspension type ceiling construction scaffold | |
| CN105484162B (en) | Suspension bridge construction stiff girder secondary on the bank swings moving device and method | |
| CN202302307U (en) | Pipeline suspension combination in combination with assembly type spread method | |
| CN105525569A (en) | Bridge flange plate wet joint suspended formwork construction method | |
| CN204728149U (en) | Be applicable to the quick lap joint track of geological hazard control engineering rolling topography | |
| CN105350759A (en) | Suspended scaffold | |
| CN210289067U (en) | Robot lifting operation platform | |
| CN204457800U (en) | Large Cross-section Tunnel in Subway Engineering two serves as a contrast the simple and easy chassis mould of arch wall separate type and builds construction equipment | |
| CN204024084U (en) | Easy unloading type triangular pipe truss just spells moulding bed | |
| CN204040494U (en) | The assembled moulding bed of easy unloading type triangular pipe truss | |
| CN201241997Y (en) | Concrete delivery pump tube fixing chucking tools | |
| CN204299162U (en) | To encorbelment steel I-beam anchor structure | |
| CN103993738A (en) | Floor penetrating and anchoring type overhanging unloading steel platform | |
| CN103303831B (en) | Rope Locking device | |
| CN201915420U (en) | Foundation of temporary gate building | |
| CN202031310U (en) | Detachable structural steel unloading platform | |
| CN205735483U (en) | Concrete prefabricated T beam moulding bed | |
| CN211596310U (en) | Temporary construction platform for surface finishing in garden road construction process | |
| CN204357089U (en) | A kind of building construction scaffold | |
| CN204059589U (en) | A kind of shaped steel combination formula supporting and the cantilevered structure of going along with sb. to guard him | |
| CN203729164U (en) | Long-distance conveying and handling device of whole track laying machine | |
| CN203755153U (en) | Simply supported plate bridge bottom plate maintenance construction moving operation platform | |
| CN204000867U (en) | Sill anchor assembling support | |
| CN206928440U (en) | One kind is encorbelmented I-steel fixing device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151028 Termination date: 20160629 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |