CN206071626U - It is rotary can quick anchoring install binding type hollow bolt - Google Patents
It is rotary can quick anchoring install binding type hollow bolt Download PDFInfo
- Publication number
- CN206071626U CN206071626U CN201620438102.6U CN201620438102U CN206071626U CN 206071626 U CN206071626 U CN 206071626U CN 201620438102 U CN201620438102 U CN 201620438102U CN 206071626 U CN206071626 U CN 206071626U
- Authority
- CN
- China
- Prior art keywords
- rod
- anchor
- hollow bolt
- adapter
- rotary
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
It is rotary can quick anchoring binding type hollow bolt is installed, to be capable of achieving country rock quickly or passive protecting, improve anchor bolt construction efficiency and construction quality, effective control support engineering cost.Including the hollow bolt body of rod and the anchor head being made up of backing plate, nut for being connected to its rear end.The leading section of the hollow bolt body of rod is provided with adapter, adapter has the through hole that the voltage supply push rod body of rod is entered in the hollow bolt body of rod, the pressure push rod body of rod is anterior to be inserted in the through hole, is provided with the shear pin for locking its initial relative position between adapter and pressure push rod.Packed Anchor Agent is installed on the pressure push rod, the front end of adapter is the fluted disc with some cone teeth.
Description
Technical field
This utility model patent is related to tunnels and underground engineering surrounding rock supporting, and more particularly to one kind is applied to tunnel and underground
The a kind of rotary of engineering surrounding rock supporting can quick anchoring installation binding type hollow bolt.
Background technology
Anchor pole is a kind of tension member structure that structure anchor or Rock And Soil are reinforced, and is divided into prestressed anchor and non-prestressed
Anchor pole.Prestressed anchor is a kind of active support pattern, and stretching force can be delivered in stable or suitable Rock And Soil, so as to
By structure is together with anchoring in rock and soil or reinforces Rock And Soil.Non-prestressed anchor pole is a kind of passive protecting pattern, by with rock
Soil body common eigenvector, so as to play a part of to reinforce Rock And Soil.Suspension roof support is widely used to tunnels and underground engineering, side
The engineerings such as slope, foundation ditch.Suspension roof support is the important component part of bolt-spary supports, improves the support efficiency of country rock, is optimized each
The carrying ratio of supporting is planted, engineering construction safety has been ensured, has been saved construction costs.
Total length binding type anchor pole is widely used in tunnels and underground engineering.Total length binding type anchor pole is that the body of rod is exhausted in bolthole
Largely or entirely wrapped up by Anchor Agent, the Main Function of Anchor Agent has at 2 points, the first plays cementation, by anchor rod body with
Rock And Soil is cemented together；Which two has been protective action, and anchor rod body total length parcel can be protected to anchor pole anti-corrosion.According to
The difference of Anchor Agent, total length binding type anchor pole are divided into resin anchor and anchor rod with cement mortar, and anchor rod body has the steel body of rod (real
The heart, hollow and anchor cable) and fiber reinforced plastics pole body (solid and hollow).
Resin anchor is mainly used in coal roadway support.Resin (volume) Anchor Agent is separated with firming agent two parts by resin-bonded mastic
Packaging scroll, after mixing anchor rod body can be bonded together with Rock And Soil.Supper-fast type resin anchoring agent has two types,
That is CKa types and CKb types.After resin-bonded mastic and firming agent mixing, the gel time of CKa type resin anchoring agents is 8～25 seconds, anchor pole
The set-up time is waited to be 10～30 seconds；The gel time of CKb type resin anchoring agents be 26～40 seconds, anchor pole wait the set-up time be
30～60 seconds.Coal entry anchor rod support, resin anchor typically completed the installation of backing plate and nut in 60 seconds, and can apply one
Fixed pretightning force.At present, resin anchor is the leading pattern of coal entry anchor rod support, mainly by following several respects factor：(1) coal
And ature of coal formation rock hardness is less, pneumatic roof bolter drilling is easier；(2) resin anchor aperture ratio (anchor hole internal diameter with
The ratio of anchor rod body external diameter) it is less, rock-bolt length is generally 1.6m～2.6m, and resin explosive roll usage amount is few, has cost excellent
Gesture；(3) the inherently good solid lubrication material of ature of coal breeze, has ensured that resin explosive roll and anchor rod body are smoothly inserted into little
The anchor hole of aperture ratio；(4) after in resin anchoring agent, resin-bonded mastic is mixed with firming agent, setting time is shorter, is adapted to Fast Installation work
Skill；(5) resin gel gel strength is higher, and resin anchor withdrawal resistance is higher.
Although resin anchor is the leading pattern of coal entry anchor rod support at present, in highway/railway tunnel, hydraulic tunnel
And using less in underground chamber, especially railway tunnel, main cause are as follows：(1) Railway Tunnel Surrounding Rock complex geologic conditions
It is changeable, it is difficult to form the anchor hole of small-bore ratio in weak, broken formation；(2) the general long 2.5m of railway tunnel system anchor bolt～
5.0m, resin explosive roll and anchor pole may not be smoothly inserted in the anchor hole of small-bore ratio；(3) anchor hole of large aperture ratio needs more
Many resin anchoring agents, resin anchor are relatively costly.
Anchor rod with cement mortar (body of rod is solid and hollow) is highway/railway tunnel and hydraulic tunnel and underground chamber anchor pole
The leading pattern of shield.The strength of cement mortar grade of railway tunnel rule gauged mortar anchor pole is not lower than M20.Total length binding type anchor
The backing plate of bar and nut are installed and should be carried out after the intensity of cement mortar reaches 10MPa, therefore, the final set of cement mortar slurry and
The growth of early strength generally determines that suspension roof support applies the cost time.M20 strengths of cement mortar reach 10Mpa, estimate
1～2 day is taken, that is, anchor nut is finally tightened and needs wait 1～2 day, therefore, solve Tunnel Engineering shortening system anchor bolt and apply
Make the time, improve anchor bolt construction quality, the key for optimizing constructing tunnel operation is that anchor pole quick anchoring is installed.
Utility model content
This utility model patent technical problem to be solved be to provide it is a kind of it is rotary can quick anchoring binding type is installed
Hollow bolt, to be capable of achieving country rock quickly or passive protecting, improves anchor bolt construction efficiency and construction quality, effective control
Shield engineering cost.
It is as follows that this utility model patent solves the technical scheme adopted by its technical problem：
It is of the present utility model it is rotary can quick anchoring binding type hollow bolt, including the hollow bolt body of rod and connection are installed
In the anchor head being made up of backing plate, nut of its rear end, it is characterized in that：The leading section of the hollow bolt body of rod is provided with switching
Device, adapter have the through hole that the voltage supply push rod body of rod is entered in the hollow bolt body of rod, and the pressure push rod body of rod is anterior to be inserted in the through hole,
The shear pin for locking its initial relative position is provided between adapter and pressure push rod；Packed anchoring is installed on the pressure push rod
Agent, the front end of adapter is the fluted disc with some cone teeth.
The beneficial effect of this utility model patent is that packed Anchor Agent is arranged on pressure push rod, is easy to packed Anchor Agent to send
The top up in anchor hole, supporting machinery or instrument push away the exposed junction of rotary hollow anchor rod body, the hollow bolt body of rod and adapter rotation
Turn, under compresso-shear process power, shear pin is cut off, adapter front end fluted disc blends packed Anchor Agent along the forward extruding of pressure push rod
Outer package, mix Anchor Agent serosity, it is so as to anchoring section quick anchoring before anchor pole, to be installed in the anchor pole less than 60 seconds etc.
Backing plate and nut can be installed after the time, and certain prestressing force can be applied in advance, it is subsequently by hollow bolt body of rod slip casting, real
After existing anchor pole, anchoring section total length bonding, quickly completes whole anchor rod anchored installation, realizes country rock quickly or passive protecting,
Improve anchor bolt construction efficiency and construction quality；Can be suitable for ground as lower-prestressed anchor pole and the system anchor bolt of non-prestressed anchor pole
Layer is wide, is substantially shorter system anchor bolt and applies the time, improves anchor bolt construction quality, give full play to the intensity and self-supporting energy of country rock
Power, provides safety guarantee for tunnel and underground engineering construction, can also optimized construction procedure；Before anchor pole, anchoring section is by Anchor Agent anchor
Gu, rear anchoring section is anchored using slip casting, can effective control support engineering cost.
Description of the drawings
This specification includes following five width accompanying drawing：
Fig. 1 be this utility model patent it is rotary can quick anchoring install binding type hollow bolt structural representation；
Fig. 2 be this utility model patent it is rotary can quick anchoring install binding type hollow bolt in Anchor Agent packaging peace
Dress schematic diagram；
Fig. 3 be this utility model patent it is rotary can quick anchoring install binding type hollow bolt in adapter front end face
View；
Fig. 4 be this utility model patent it is rotary can quick anchoring binding type hollow bolt is installed in the structure of adapter show
It is intended to；
Fig. 5 be this utility model patent it is rotary can quick anchoring install binding type hollow bolt use state reference
Figure.
Component name and corresponding labelling are shown in figure：Hollow bolt body of rod unit 11, adapter 13, backing plate 14, spiral shell
Female 15, pressure push rod 21, conehead 22, adapter 30, fluted disc 31, sleeve 32, shear pin 33, packed Anchor Agent 40, front anchoring section L1、
Anchoring section L afterwards2。
Specific embodiment
This utility model patent/utility model is further illustrated with embodiment below in conjunction with the accompanying drawings.
See figures.1.and.2, it is of the present utility model it is rotary can quick anchoring binding type hollow bolt is installed, it is including hollow
Anchor rod body and the anchor head being made up of backing plate 14, nut 15 for being connected to its rear end.The leading section peace of the hollow bolt body of rod
Equipped with adapter 30, adapter 30 has the through hole that 21 body of rod of voltage supply push rod is entered in the hollow bolt body of rod, presses 21 body of rod of push rod
It is anterior to insert in the through hole, it is provided between adapter 30 and pressure push rod 21 and locks its initial relative position shear pin 33；It is described
Packed Anchor Agent 40 is installed on pressure push rod 21, the front end of adapter 30 is the fluted disc 31 with some cone teeth.The pressure push rod 21
Front end there is conehead 22, packed Anchor Agent 40 is arranged between 31 front end face of 22 bottom surface of conehead and fluted disc.In the guarantor of conehead 22
Under shield, it is easy to packed Anchor Agent 40 to be sent to top in anchor hole.
With reference to Fig. 5, during construction, supporting machinery or instrument push away the exposed junction of rotary hollow anchor rod body, the hollow bolt body of rod
Rotate with adapter 30, under compresso-shear process power, shear pin 33 is cut off, 30 front end fluted disc 31 of adapter is along before pressure push rod 21
Row extruding blends the outer package of packed Anchor Agent 40, mixes Anchor Agent serosity, so that anchoring section L before anchor pole1Quick anchoring,
Backing plate 14, nut 15 can be installed after the anchor pole less than 60 seconds waits the set-up time, and can apply in advance it is certain it is pre- should
Power, subsequently forms rear anchoring section L by hollow bolt body of rod slip casting2, anchoring section total length bonding after anchor pole is realized, is quickly completed
Whole anchor rod anchored installation, realizes country rock quickly or passive protecting, improves anchor bolt construction efficiency and construction quality.
With reference to Fig. 3 and Fig. 4, the adapter 30 is made up of the sleeve 32 of anterior fluted disc 31 and rear portion, and sleeve 32 passes through
Its female thread is fixed on the leading section of the hollow bolt body of rod.Between 31 front end face epicone tooth of the fluted disc is pressed radially, circumferentially
Every setting.
With reference to Fig. 5, the hollow bolt body of rod total length has continuous external screw thread, thereafter anchoring section L2There is 1 pair to go out on the body of rod
Slurry hole.Can be monoblock type, or pin-connected panel.With reference to Fig. 5, the hollow bolt body of rod is by least two hollow bolt bars
Body unit 11 is consisted of the docking of adapter 13 with holes or not with holes.
The above this utility model patent that simply explains through diagrams it is rotary can quick anchoring spare anchor in binding type is installed
Some principles of bar, are not intended to this utility model patent is confined in shown and described concrete structure and the scope of application,
Therefore every be possible to corresponding modification being utilized and equivalent, belong to the apllied patent model of this utility model patent
Enclose.
Claims (6)
1. it is rotary can quick anchoring binding type hollow bolt is installed, including the hollow bolt body of rod and be connected to its rear end by padding
The anchor head that plate (14), nut (15) are constituted, is characterized in that：The leading section of the hollow bolt body of rod is provided with adapter (30),
The through hole that adapter (30) is entered in the hollow bolt body of rod with voltage supply push rod (21) body of rod, the anterior insertion of pressure push rod (21) body of rod
In the through hole, the shear pin (33) for locking its initial relative position between adapter (30) and pressure push rod (21), is provided with；It is described
Packed Anchor Agent (40) is installed in pressure push rod (21), the front end of adapter (30) is the fluted disc (31) with some cone teeth.
2. it is as claimed in claim 1 it is rotary can quick anchoring binding type hollow bolt is installed, it is characterized in that：The pressure push rod
(21) front end has conehead (22), and packed Anchor Agent (40) is between conehead (22) bottom surface and fluted disc (31) front end face.
3. it is as claimed in claim 2 it is rotary can quick anchoring binding type hollow bolt is installed, it is characterized in that：The adapter
(30) it is made up of the sleeve (32) of anterior fluted disc (31) and rear portion, sleeve (32) is fixed on middle spare anchor by its female thread
On the leading section of club shaft.
4. it is as claimed in claim 3 it is rotary can quick anchoring binding type hollow bolt is installed, it is characterized in that：The fluted disc
(31) front end face epicone tooth is by radially, circumferentially interval setting.
5. it is as claimed in claim 1 it is rotary can quick anchoring binding type hollow bolt is installed, it is characterized in that：The middle spare anchor
Club shaft is monoblock type, and band hole connector (13) is set with its external screw thread.
6. it is as claimed in claim 1 it is rotary can quick anchoring binding type hollow bolt is installed, it is characterized in that：The middle spare anchor
Club shaft is consisted of band hole connector (13) docking at least two hollow bolts body of rod unit (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620438102.6U CN206071626U (en) | 2016-05-14 | 2016-05-14 | It is rotary can quick anchoring install binding type hollow bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620438102.6U CN206071626U (en) | 2016-05-14 | 2016-05-14 | It is rotary can quick anchoring install binding type hollow bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206071626U true CN206071626U (en) | 2017-04-05 |
Family
ID=58422037
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620438102.6U Active CN206071626U (en) | 2016-05-14 | 2016-05-14 | It is rotary can quick anchoring install binding type hollow bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206071626U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344868A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of anchor pole bearing serious deformation-cable bolting system and application method |
| CN110344866A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of anchor pole suitable for large deformation tunnel-cable bolting system and application method |
| CN110344867A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of first anchor formula pipe rope anchor pole and construction method suitable for large deformation stratum |
-
2016
- 2016-05-14 CN CN201620438102.6U patent/CN206071626U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344868A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of anchor pole bearing serious deformation-cable bolting system and application method |
| CN110344866A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of anchor pole suitable for large deformation tunnel-cable bolting system and application method |
| CN110344867A (en) * | 2019-08-23 | 2019-10-18 | 中铁二院工程集团有限责任公司 | A kind of first anchor formula pipe rope anchor pole and construction method suitable for large deformation stratum |
| CN110344867B (en) * | 2019-08-23 | 2024-03-15 | 中铁二院工程集团有限责任公司 | Early-anchored pipe cable anchor rod suitable for large-deformation stratum and construction method |
| CN110344866B (en) * | 2019-08-23 | 2024-03-19 | 中铁二院工程集团有限责任公司 | Anchor rod-anchor cable supporting system suitable for large-deformation tunnel and use method |
| CN110344868B (en) * | 2019-08-23 | 2024-03-19 | 中铁二院工程集团有限责任公司 | Anchor rod-anchor cable supporting system capable of bearing large deformation of tunnel and use method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105840221B (en) | It rotatably can quick anchoring installation binding type hollow bolt | |
| CN101338679B (en) | Deep well great section loose wall rock laneway support method | |
| CN201103397Y (en) | Yielding deformed steel bar slip-casting anchor bar | |
| CN104500115B (en) | A kind of prestressing force Bolt method for protecting support | |
| CN100348804C (en) | Multifunction pulp stopping plug for anchor rod and its pulp filling adaptor | |
| CN100370081C (en) | Shell expand anchorage head and anchor bar | |
| CN105064356B (en) | Prestressed composite rod cable anchoring device for supporting soft loose soil body | |
| CN206071626U (en) | It is rotary can quick anchoring install binding type hollow bolt | |
| CN112049671A (en) | Self-propelled hollow grouting expansion anchor rod and construction method thereof | |
| CN203717001U (en) | Flexible prestressed grouting anchor rope | |
| CN102051880B (en) | Detachable anchor | |
| CN105840222B (en) | Push-press type can quick anchoring installation binding type hollow bolt | |
| CN101994315B (en) | Full-length adhesive prestressed anchor rod and construction method thereof | |
| CN108589723A (en) | Band only starches the segmentation hollow grouting anchor of the segmenting slip casting of branch sleeve | |
| CN201924356U (en) | Detachable anchor rod | |
| CN103615272A (en) | Hollow anchor rod with rebar framework and construction method of hollow anchor rod | |
| CN205840899U (en) | Push-press type can install binding type hollow bolt by quick anchoring | |
| CN205370613U (en) | Utilize biliquid slip casting medicated roll to realize high prestressing force total length anchored stock | |
| CN203230443U (en) | Novel case expanding reverse wedging type slip casting anchor rod | |
| CN102900447B (en) | A kind of anchor pole reinforced for weak surrounding rock | |
| CN110439582A (en) | Unfavorable geology method of disposal, TBM, which support to tunnel when happening suddenly unfavorable geology at boots, at TBM support boots passes through method | |
| CN206397531U (en) | A kind of novel slurry filling anchor pole | |
| CN210370738U (en) | Anchor type pipe cable anchor rod suitable for large-deformation stratum | |
| CN2905900Y (en) | Self-propelled grouting anchoring-bolt | |
| CN110344867A (en) | A kind of first anchor formula pipe rope anchor pole and construction method suitable for large deformation stratum |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |