CN206071627U - A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device - Google Patents
A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device Download PDFInfo
- Publication number
- CN206071627U CN206071627U CN201621072317.7U CN201621072317U CN206071627U CN 206071627 U CN206071627 U CN 206071627U CN 201621072317 U CN201621072317 U CN 201621072317U CN 206071627 U CN206071627 U CN 206071627U
- Authority
- CN
- China
- Prior art keywords
- anchor pole
- bolt
- terminal bolt
- rushes
- underground tunnel
- 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
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Abstract
This utility model is related to a kind of power consumption of Deep Underground tunnel and subtracts rush anchor rod device.This utility model anchored end anchor pole connection anchoring terminal bolt, anchoring terminal bolt be connecteds with the piston rod of antivibrator, the antivibrator other end and free end bolt connection, the free terminal bolt of free end anchor pole connection.This utility model overcomes the rockbolt stress suddenly change under support work state and cannot withstand shocks and disrumpent feelings defect occurs.This utility model is sufficiently used advantage of the viscous damper in terms of power consumption subtracts punching performance, which passes through bolt and telescopic joint with anchor pole, impulsive force is translated into viscous damper piston to anchor pole acting and oil body is done work by simple structure, i.e., mechanical energy is converted into heat energy and distributes.By such process, viscous damper will play a protective role to anchor pole, and be effectively protected stablizing for country rock.
Description
Technical field
This utility model belongs to mine safety production technique field, and more particularly to a kind of Deep Underground tunnel power consumption subtracts rushes anchor
Lever apparatus.
Background technology
Currently, as China's coal-mine adopts deep increase, the bump that Deep Underground tunnel faces is dangerous also increasingly
Prominent, the safe working of deep rock stratum is faced with severe challenge.Anchor pole (rope) supporting is the broad form of mine roadway support, in coal
It is widely used in ore deposit roadway support.However, the function of existing suspension roof support and design only need to meet tunnel static stability rank
The requirement of section.Although the anchor pole pole stock intensity used in engineering is continuously available raising, in large mining depth mine laneway, impact to press
When anchor pole disrumpent feelings rate it is still very high, tunnel unstability situation happens occasionally.Therefore, existing deep-well suspension roof support material and technology
When in the face of impact dynamic load, substantially, this is a reality technology difficult problem for the numerous faced by coal enterprises of China to engineering unworthiness.
Before the present utility model, suspension roof support system be mainly used in resist exploitation cause enclose rock mass deformation, often
Support anchor rod includes common bolt, extensible anchor pole, pressure-relieving achor bar etc., is all by improving the intensity of anchor pole or strengthening anchor
The ductile characteristic of bar to improve the stress of supporting construction, so as to maintain stability of the roadway.But, bump is to roadway surrounding rock
Body is applied with a dynamic load, the rockbolt stress suddenly change for making script be under support work state, and anchor pole itself
Intensity and ductility are again limited, therefore anchor pole cannot withstand shocks and occur disrumpent feelings.
The content of the invention
The purpose of this utility model is that and overcomes drawbacks described above, and a kind of Deep Underground tunnel power consumption of development subtracts rushes anchor pole dress
Put.
The technical solution of the utility model is：
A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device, and which is mainly characterized by the connection anchoring of anchored end anchor pole
Terminal bolt, anchoring terminal bolt are connected with the piston rod of antivibrator, the antivibrator other end and free end bolt connection, free end anchor pole
The free terminal bolt of connection.
The anchored end anchor pole is by telescopic joint anchoring terminal bolt.
The free end anchor pole passes through telescopic joint free terminal bolt.
The antivibrator is viscous damper.
Each part is centrally located on same straight line.
Advantage of the present utility model and effect are to be sufficiently used viscous damper in terms of power consumption subtracts punching performance
Advantage, which passes through bolt and telescopic joint, simple structure with anchor pole.Can using conventional anchor (rope) support system construction method and
Technique, does not increase operation difficulty during construction, is a kind of very practical deep-well tunnel shock resistance ground pressure device, is especially suitable for deep
The strong mining area roadway support of colliery and pressure bump behavior.Anchor pole can utilize the tension and compressive property of itself to be supplied to and enclose
Rock anchor force, but anchor pole resistance to tension itself is limited, will be pulled off when yield strength is reached, and anchor pole is being rushed
When hitting load, its mechanical characteristic suddenly change, the intensity and extensibility of anchor pole itself are very limited, so can occur disrumpent feelings.And glue
Stagnant antivibrator subtracts punching effect with good power consumption when by bump, anchor pole is mutually screwed up with viscous damper, shape
Subtract into novel energy-consumption anchor rod device is rushed for Deep Underground tunnel, common opposing bump effect, both effectively combine, Xiang get
Benefit is evident.Impact force action passes to piston by anchor pole in anchoring section, and piston promotes oil body to produce damping force.So, impulsive force
Viscous damper piston is translated into anchor pole acting to do work oil body, i.e., mechanical energy is converted into heat energy and distributes.By such
Process, viscous damper will play a protective role to anchor pole, and be effectively protected stablizing for country rock.
Description of the drawings
Fig. 1 --- this utility model principle schematic diagram..
Fig. 2 --- this utility model generalized section.
In figure, the corresponding component names of each label are as follows：
Anchoring section anchor pole 1, anchoring terminal bolt 2, piston rod 3, cavity 4, free terminal bolt 5, free end anchor pole 6, sleeve pipe 7,
Antivibrator 8.
Specific embodiment
As shown in Figure 1 and Figure 2：
This utility model is by anchored end anchor pole 1, anchoring terminal bolt 2, piston rod 3, antivibrator 4, free terminal bolt 5, freedom
The connection sleeve pipe 7 at end 8 two ends of anchor pole 6 and antivibrator is constituted.
Anchored end anchor pole 1 is connected with anchoring terminal bolt 2 by sleeve pipe 7, anchors 3 phase of piston rod of terminal bolt 2 and antivibrator 8
Even, piston rod 3 promotes cavity 4 to do piston movement；The other end of antivibrator 8 is connected with free terminal bolt 5, and free end anchor pole 6 leads to
Cross sleeve pipe 7 to be connected with free terminal bolt 5, connected mode is screwed into using levoform, whole device has certain rigidity of structure.Respectively
Building block is centrally located on same straight line.1 other end of anchored end anchor pole is placed into competent bed as anchoring section, damping
Device 8 is disposed close to the position of anchoring section, and power acts on the piston of the anchoring section pusher fluctuation dampers 8 of anchor pole and takes exercises, piston
Bar 3 constitutes antivibrator 8 with cavity 4.
This utility model application process explanation：
2 external screw thread of anchoring section bolt big footpath externally threaded with anchored end anchor pole 1, path and pitch match, both it
Between tightened at 7 two ends of sleeve pipe by levoform with the sleeve pipe 7 that female thread matches, the center of each part will be ensured in connection procedure
In the same horizontal line, the screw-down torque between three is not less than 160Nm (unit italic is changed into roman).Anchoring terminal bolt 2
Connection with piston rod 3 using welding or can be threadedly coupled.Free terminal bolt 5 is welded with cavity 4.Free end anchor pole 6 is by set
Pipe 7 is connected with free terminal bolt 5.Similarly, to protect in free end anchor pole 6,5 three's connection procedure of sleeve pipe 7 and free terminal bolt
Demonstrate,prove the center of each part with 8 center of antivibrator in the same horizontal line, the screw-down torque between three is (single not less than 160Nm
Position italic is changed into roman).
When 6 stress suddenly change of anchored end anchor pole 1 of the present invention or free end anchor pole, antivibrator 8 is except resisting wink
When impact load, can also utilize itself stroke release protolith deformation constraint, alleviate surrouding rock deformation supporting construction is brought
Pressure.
Described 8 stroke of antivibrator is 80mm, and maximum stroke is ± 10mm.
Described anchoring section bolt 2 and the externally threaded bolt of band that free terminal bolt 5 is long 30mm, external screw thread is using common
Metric thread, pitch are 2.5mm, and Major Diam size is 19.8mm, and path size is 17.5mm.
Described anchored end anchor pole 1 and free end anchor pole 6 adopt the screw-thread steel of a diameter of 20mm, and there is 30mm length end
External screw thread, external screw thread adopt common metric thread, and pitch is 2.5mm, and Major Diam size is 19.8mm, and path size is
17.5mm。
Described anchored end anchor pole 1 and the externally threaded part of 6 end band of free end anchor pole respectively with anchoring section bolt 2 and from
Connected by a tapped sleeve pipe 7 by terminal bolt 5, connected mode is screwed into using levoform, sleeve pipe 7 preferably adopt the trade mark for
The round steel of No. 45 or seamless steel pipe manufacture.
The pitch of described 7 female thread of sleeve pipe, big footpath, path size and anchored end anchor pole 1, free end anchor pole 6, anchoring section
The external screw thread of bolt 2 and free terminal bolt 5 matches, and the external diameter of sleeve pipe 7 is 30mm, and length is 65mm.
Described 1 other end of anchored end anchor pole is fixed in rock stratum as anchoring section, and antivibrator 8 is placed near anchoring section,
, between 0.7-1.5m, spacing is between 0.7-1.5m for array pitch between each invention device.
Described antivibrator 8 is the viscous antivibrator of power consumption.
Claims (5)
1. a kind of Deep Underground tunnel is consumed energy to subtract and rushes anchor rod device, it is characterised in that anchored end anchor pole connection anchoring terminal bolt, anchor
Fixed end bolt is connected with the piston rod of antivibrator, the antivibrator other end and free end bolt connection, and the connection of free end anchor pole is freely
Terminal bolt.
2. a kind of Deep Underground tunnel according to claim 1 is consumed energy to subtract and rushes anchor rod device, it is characterised in that the anchoring
End anchor pole is by telescopic joint anchoring terminal bolt.
3. a kind of Deep Underground tunnel according to claim 1 is consumed energy to subtract and rushes anchor rod device, it is characterised in that the freedom
End anchor pole passes through telescopic joint free terminal bolt.
4. a kind of Deep Underground tunnel according to claim 1 is consumed energy to subtract and rushes anchor rod device, it is characterised in that the damping
Device is viscous damper.
5. a kind of Deep Underground tunnel according to claim 1 is consumed energy to subtract and rushes anchor rod device, it is characterised in that each portion
Part is centrally located on same straight line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621072317.7U CN206071627U (en) | 2016-09-19 | 2016-09-19 | A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621072317.7U CN206071627U (en) | 2016-09-19 | 2016-09-19 | A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206071627U true CN206071627U (en) | 2017-04-05 |
Family
ID=58440245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621072317.7U Expired - Fee Related CN206071627U (en) | 2016-09-19 | 2016-09-19 | A kind of Deep Underground tunnel power consumption subtracts rushes anchor rod device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206071627U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589957A (en) * | 2018-06-20 | 2018-09-28 | 沈阳建筑大学 | A kind of STF and MRF combined types tuned mass damper |
| CN109057843A (en) * | 2018-09-20 | 2018-12-21 | 河南理工大学 | Anchoring section high-elongation shock resistance anchor pole and its anchoring process |
-
2016
- 2016-09-19 CN CN201621072317.7U patent/CN206071627U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589957A (en) * | 2018-06-20 | 2018-09-28 | 沈阳建筑大学 | A kind of STF and MRF combined types tuned mass damper |
| CN108589957B (en) * | 2018-06-20 | 2024-04-09 | 沈阳建筑大学 | STF and MRF combined mass tuning damper |
| CN109057843A (en) * | 2018-09-20 | 2018-12-21 | 河南理工大学 | Anchoring section high-elongation shock resistance anchor pole and its anchoring process |
| CN109057843B (en) * | 2018-09-20 | 2023-10-03 | 河南理工大学 | High-elongation impact-resistant anchor rod of anchoring section and anchoring method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170405 Termination date: 20200919 |