CN205576647U - Anti extrusion formula mine track strutting arrangement - Google Patents
Anti extrusion formula mine track strutting arrangement Download PDFInfo
- Publication number
- CN205576647U CN205576647U CN201620388526.6U CN201620388526U CN205576647U CN 205576647 U CN205576647 U CN 205576647U CN 201620388526 U CN201620388526 U CN 201620388526U CN 205576647 U CN205576647 U CN 205576647U
- Authority
- CN
- China
- Prior art keywords
- sleeper
- spring
- sliding panel
- extrusion
- slide bar
- 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
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- Machines For Laying And Maintaining Railways (AREA)
Abstract
The utility model discloses an anti extrusion formula mine track strutting arrangement, including the slide bar, the left and right sides of slide bar is equipped with first sleeper and second sleeper respectively, the right side of first sleeper is equipped with the spout, spout and slide bar sliding connection, the outside of first sleeper and second sleeper all is equipped with the connecting plate, the upper surface of connecting plate is equipped with thread groove, thread groove's inboard is equipped with the bolt, the two upper and lower surfaces of bolt all are equipped with the screw thread, screw thread and thread groove threaded connection, the top of first sleeper and second sleeper all is equipped with damping device. This anti extrusion formula sleeper, through sliding plate and vibration damping mount sliding connection, the sliding plate is the lapse on vibration damping mount, and on the sliding plate conveyed pressure first spring, first spring was along with pushing down, and on the both sides of sliding plate pushed down the second spring, the sliding plate can suitably warp with pressure cushion on conveying pressure on the second spring.
Description
Technical field
This utility model relates to mining machinery technical field, is specially a kind of extrusion-resisting type mine rail and supports
Device.
Background technology
Ore has certain open-pit limit to be engaged in the independent production-operation unit of digging Ore, mainly includes one
Or multiple mining workshops and some auxiliary shops, major part mine also includes ore dressing field, and mine rail supports
The technology of device is also maked rapid progress, and by mine rail support means, the requirement for track structure the most more comes
The highest, it is the one of rail transport railway, is the important device of mine rail support, when Ore Transportation,
The position of track, the immense pressure also track transmission come is kept to pass to mine rail again and support again
On device, train is through out-of-date, and it can suitably deform with compensator or trimmer pressure, but must be as far as possible after train
Restore to the original state, simultaneously because the volume of mine rail support means bothers relatively greatly during transport very much
Take.
Utility model content
The purpose of this utility model is to provide a kind of extrusion-resisting type mine rail support means, on solving
State the problem proposed in background technology.
For achieving the above object, the following technical scheme of this utility model offer: a kind of extrusion-resisting type mine rail
Road support means, including slide bar, described slide bar be respectively arranged on the left side and the right side the first sleeper and the second sleeper,
The right side of described first sleeper is provided with chute, and described chute is connected with sliding bar, described first sleeper and
The outside of the second sleeper is equipped with connecting plate, and the upper surface of described connecting plate is provided with thread groove, described spiral shell
The inner side of stricture of vagina groove is provided with bolt, and two surfaces up and down of described bolt are equipped with screw thread, described screw thread and spiral shell
Stricture of vagina groove is threaded, and the top of described first sleeper and the second sleeper is equipped with damping device, described in subtract
Shake device includes that damping base, the top of described damping base are provided with sliding panel, described damping base and cunning
Dynamic plate is slidably connected, and the bottom of described sliding panel is provided with the first spring, the bottom of described first spring with subtract
Shake base is connected, and before and after described damping base, both sides are equipped with baffle plate, and the top of described baffle plate is provided with the
Two springs, the top of described second spring is connected with sliding panel.
Preferably, the corner, top of described sliding panel is equipped with elastomeric pad.
Preferably, the outer wall of described sliding panel is provided with reinforcement.
Preferably, the bottom of described first sleeper and the second sleeper is equipped with cushion.
Preferably, the junction of described first sleeper and the second sleeper and damping device is equipped with fixed plate.
Compared with prior art, the beneficial effects of the utility model are: this extrusion-resisting type mine rail supports
Device, by installing damping device, at mine train through out-of-date sleeper main body handle on the top of sleeper main body
Pressure is sent on damping device, is slidably connected with damping base by sliding panel, and sliding panel is at the bottom of damping
Slide downward on seat, sliding panel is sent to pressure on the first spring, the first spring along with under press, slide
The both sides of plate are depressed on the second spring, and sliding panel is sent to pressure on the second spring, can suitably become
Shape is with compensator or trimmer pressure, after train leaves, is rebounded by the first spring and the second spring handle sliding panel,
Restore to the original state, can effectively alleviate the mine train pressure to sleeper main body, can be spiral shell when transport
Bolt disassembles, and is connected with slide by slide bar, slide bar can be slided in chute, decrease body
Long-pending, it is simple to transport.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation；
Fig. 2 is damping device structural representation of the present utility model；
Fig. 3 is bolt arrangement schematic diagram of the present utility model.
In figure: 1, screw thread, 2, damping device, 201, sliding panel, 202, elastomeric pad, 203,
One spring, 204, damping base, the 205, second spring, 206, baffle plate, 207, reinforcement, 3, sliding
Bar, 4, thread groove, 5, cushion, 6, chute, the 7, first sleeper, 8, connecting plate, 9, spiral shell
Bolt, the 10, second sleeper, 11, fixed plate.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, to the technology in this utility model embodiment
Scheme is clearly and completely described, it is clear that described embodiment is only this utility model one
Divide embodiment rather than whole embodiments.Based on the embodiment in this utility model, this area is common
The every other embodiment that technical staff is obtained under not making creative work premise, broadly falls into this
The scope of utility model protection.
Referring to Fig. 1-3, this utility model provides a kind of technical scheme: a kind of extrusion-resisting type mine rail props up
Support arrangement, including slide bar 3, described slide bar 3 be respectively arranged on the left side and the right side the first sleeper 7 and the second sleeper
10, the bottom of described first sleeper 7 and the second sleeper 10 is equipped with cushion 5, can by cushion 5
With absorption pressure, the right side of described first sleeper 7 is provided with chute 6, and described chute 6 slides even with slide bar 3
Connecing, the outside of described first sleeper 7 and the second sleeper 10 is equipped with connecting plate 8, described connecting plate 8
Upper surface is provided with thread groove 4, and the inner side of described thread groove 4 is provided with bolt 9, described bolt 9 upper
Lower two surfaces are equipped with screw thread 1, and described screw thread 1 is threadeded with thread groove 4, described first sleeper 7
It is equipped with damping device 2, described first sleeper 7 and the second sleeper 10 with the top of the second sleeper 10 and subtracts
The junction of shake device 2 is equipped with fixed plate 11, can make described first sleeper 7 He by fixed plate 11
Second sleeper 10 is more firm with the connection of damping device 2, and described damping device 2 includes damping base 204,
The top of described damping base 204 is provided with sliding panel 201, and described damping base 204 is sliding with sliding panel 201
Being dynamically connected, the corner, top of described sliding panel 201 is equipped with elastomeric pad 202, by elastomeric pad 202
Can be with absorption pressure, the outer wall of described sliding panel 1 is provided with reinforcement 207, the end of described sliding panel 201
End be provided with the first spring 203, the bottom of described first spring 203 is connected with damping base 204, described in subtract
Before and after shake base 204, both sides are equipped with baffle plate 206, and the top of described baffle plate 206 is provided with the second spring
205, the top of described second spring 205 is connected with sliding panel 201.
Mine vehicle is sent to sleeper main body 1 through track, track pressure, pressure during sleeper main body 1
Power is sent on damping device 2, is slidably connected with damping base 204 by sliding panel 201, sliding panel
201 in damping base 204 slide downward, 201 pressure of sliding panel are sent on the first spring 203,
First spring 203 along with under press, the both sides of sliding panel 201 are depressed on the second spring 205, sliding panel
201 pressure are sent on the second spring 205, can suitably deform with compensator or trimmer pressure, when train left
After, rebounded by the first spring 203 and 205 sliding panels 201 of the second spring, restore to the original state.
Embodiment the most of the present utility model, for the ordinary skill people of this area
For Yuan, it is possible to understand that can be real to these in the case of without departing from principle of the present utility model and spirit
Executing example to carry out multiple change, revise, replace and modification, scope of the present utility model is by claims
And equivalent limits.
Claims (5)
1. an extrusion-resisting type mine rail support means, including slide bar, it is characterised in that: described slide bar
Be respectively arranged on the left side and the right side the first sleeper and the second sleeper, the right side of described first sleeper is provided with chute,
Described chute is connected with sliding bar, and the outside of described first sleeper and the second sleeper is equipped with connecting plate,
The upper surface of described connecting plate is provided with thread groove, and the inner side of described thread groove is provided with bolt, described spiral shell
Two surfaces up and down of bolt are equipped with screw thread, and described screw thread is threadeded with thread groove, described first sleeper
Being equipped with damping device with the top of the second sleeper, described damping device includes damping base, described damping
The top of base is provided with sliding panel, and described damping base is slidably connected with sliding panel, the end of described sliding panel
End is provided with the first spring, and the bottom of described first spring is connected with damping base, before described damping base
Rear both sides are equipped with baffle plate, and the top of described baffle plate is provided with the second spring, the top of described second spring with
Sliding panel is connected.
A kind of extrusion-resisting type mine rail support means the most according to claim 1, it is characterised in that:
The corner, top of described sliding panel is equipped with elastomeric pad.
A kind of extrusion-resisting type mine rail support means the most according to claim 1, it is characterised in that:
The outer wall of described sliding panel is provided with reinforcement.
A kind of extrusion-resisting type mine rail support means the most according to claim 1, it is characterised in that:
The bottom of described first sleeper and the second sleeper is equipped with cushion.
A kind of extrusion-resisting type mine rail support means the most according to claim 1, it is characterised in that:
The junction of described first sleeper and the second sleeper and damping device is equipped with fixed plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620388526.6U CN205576647U (en) | 2016-05-02 | 2016-05-02 | Anti extrusion formula mine track strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620388526.6U CN205576647U (en) | 2016-05-02 | 2016-05-02 | Anti extrusion formula mine track strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205576647U true CN205576647U (en) | 2016-09-14 |
Family
ID=56859461
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620388526.6U Expired - Fee Related CN205576647U (en) | 2016-05-02 | 2016-05-02 | Anti extrusion formula mine track strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205576647U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322218A (en) * | 2018-09-23 | 2019-02-12 | 赵瑞霞 | Tramroad structure with protection structure |
-
2016
- 2016-05-02 CN CN201620388526.6U patent/CN205576647U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322218A (en) * | 2018-09-23 | 2019-02-12 | 赵瑞霞 | Tramroad structure with protection structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160914 Termination date: 20170502 |