CN207032261U - A kind of new side slope protection grouted anchor bar - Google Patents
A kind of new side slope protection grouted anchor bar Download PDFInfo
- Publication number
- CN207032261U CN207032261U CN201720635169.3U CN201720635169U CN207032261U CN 207032261 U CN207032261 U CN 207032261U CN 201720635169 U CN201720635169 U CN 201720635169U CN 207032261 U CN207032261 U CN 207032261U
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- CN
- China
- Prior art keywords
- drill pipe
- hollow drill
- passage
- slip casting
- hollow
- 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
A kind of new side slope protection grouted anchor bar of the utility model,Disclose a kind of device that root fixation can be carried out to anchor pole,It is characterized in that big envelope is placed on hollow drill pipe one end,Screw thread is equipped with the hollow drill pipe outer surface,The hollow drill pipe is built-in with slip casting passage,Two through holes are symmetrically provided with the hollow drill pipe,And it is connected respectively with slip casting passage,Outer tube is placed on hollow drill pipe,Circular passage is equipped with the outer sleeve inner wall,And it is connected by two through holes with slip casting passage,Earth's surface pressure ring is placed on outer tube one end,Spacing ring is placed on outer tube other end inwall,And gap is equipped between hollow drill pipe,Clamp nut is placed on hollow drill pipe,And it is meshed with the screw thread on hollow drill pipe outer surface,Pressure-bearing sleeve is placed on hollow drill pipe,And between clamp nut and earth's surface pressure ring,Limiting stand is placed on the hollow drill pipe other end.
Description
Technical field
A kind of new side slope protection grouted anchor bar of the utility model, when being related to a kind of civil construction, side slope is protected
Grouted anchor bar device, belong to field of civil engineering.More particularly to a kind of device that root fixation can be carried out to anchor pole.
Background technology
At present, it is necessary to which it is the laying anchor net in side slope that side slope, which carries out traditional means of defence, during civil engineering
Then whitewashed, form side slope protection layer, but this method is not appointed to simply protecting soil body surface in inside soil body
What guard method, it is existing Anchor Care to be carried out by anchor pole, anchor cable is coordinated by anchor pole, but existing anchor pole is squeezing into the soil body
When, root is not fixed, although grouted anchor bar be present, existing grouted anchor bar, also will not be right when anchor pole is squeezed into
Root is fixed, and pure being solidified by the slurries injected in the soil body forms foundation and fixed, but during anchor pole is squeezed into,
Due to the difference of soil body soil property, it may appear that the situation of slip casting channel jam, especially in some the soil layers that the soil is porous so that
Slurries are difficult to discharge, and cause anchor pole to be fixed unstable, further to influence Anchor Care effect.
The content of the invention
In order to improve the above situation, a kind of new side slope protection grouted anchor bar of the utility model provides one kind can be to anchor
Bar carries out the device of root fixation.It is simple in construction, it is convenient and practical.
A kind of new side slope protection grouted anchor bar of the utility model is realized in:A kind of new side slope of the utility model
Protection grouted anchor bar is made up of agent set and root fixing device, agent set by earth's surface pressure ring, big envelope, clamp nut, hold
Gland cylinder, circular passage, outer tube, slip casting passage, spacing ring, limiting stand, hollow drill pipe and through hole composition, big envelope is placed in hollow
On drilling rod one end, screw thread is equipped with the hollow drill pipe outer surface, the hollow drill pipe is built-in with slip casting passage, the hollow brill
Two through holes are symmetrically provided with bar, and are connected respectively with slip casting passage, outer tube is placed on hollow drill pipe, the outer tube
Circular passage is equipped with inwall, and is connected by two through holes with slip casting passage, earth's surface pressure ring is placed on outer tube one end, limit
Position ring is placed on outer tube other end inwall, and gap is equipped between hollow drill pipe, and clamp nut is placed on hollow drill pipe, and
It is meshed with the screw thread on hollow drill pipe outer surface, pressure-bearing sleeve is placed on hollow drill pipe, and is located at clamp nut and earth's surface
Between pressure ring, limiting stand is placed on the hollow drill pipe other end, and root fixing device is by anchor pole head, installation groove, point slurry passage, bowl
Type lid, elastic shrouding and extension pawl composition, anchor pole head are placed on the hollow drill pipe other end, and it is recessed that installation is provided with the anchor pole head
Groove, multiple extension dog collar shapes are distributed on the outside of hollow drill pipe, and one end is hinged with anchor pole head respectively, and the multiple extension pawl is located at
Between outer tube and anchor pole head, bowl-type lid is placed on the hollow drill pipe other end, and the bowl-type lid is built-in with a point slurry passage, and and note
Slurry passage is connected, and multiple elastic shroudings, which correspond, to be placed on multiple extension pawls, and is fitted respectively with bowl-type interior surface,
The multiple elastic shrouding and installation groove are corresponding.
In use, needing the place punching of supporting first, then hollow drill pipe is put into hole, until earth's surface pressure ring pressure
On the ground, clamp nut then can be screwed, pressure-bearing sleeve is compacted during precession, and hollow drill pipe stress is pulled outward,
Hollow drill pipe drives limiting stand and anchor pole head to move, and anchor pole head drives multiple extension pawls movements, outside multiple extension pawls touch
During sleeve pipe, with movement, outer tube struts multiple extension pawls, so as to which multiple extension pawls are deeply pricked into drill hole inner wall, centering
Empty drilling rod root position is fixed, and improves its supporting effect, meanwhile, multiple extension pawls drive connected elastic shrouding to move respectively
It is dynamic, separate elastic shrouding and bowl-type interior surface, so that a point slurry passage is opened, when limiting stand is moved to spacing ring position
When, it is spacing to hollow drill pipe progress, prevent hollow drill pipe from continuing to move to, the hinged place of hollow drill pipe and clamp nut is caused brokenly
It is bad, capping, the slip casting into hollow drill pipe are then opened, slurries enter in slip casting passage, flowed downward in slip casting passage, part
Slurries are flowed into circular passage by through hole, and then are flowed into the gap between spacing ring and hollow drill pipe, grout cures, are made outer
Sleeve pipe and hollow drill pipe are integrally formed, and fraction slurries are flowed into point slurry passage, are then penetrated into the gap between hole wall, to root
Soil matrix consolidated, the design of the elastic shrouding, can in not slip casting, to point slurry a passage block, reach building
In construction, purpose that side slope is protected.
Beneficial effect.
First, it is simple in construction, it is convenient and practical.
2nd, cost is cheap, easy to spread.
Brief description of the drawings
Fig. 1 is a kind of structural representation of new side slope protection grouted anchor bar of the utility model.
In accompanying drawing
Wherein part is:Earth's surface pressure ring(1), big envelope(2), clamp nut(3), pressure-bearing sleeve(4), circular passage(5), outside
Sleeve pipe(6), slip casting passage(7), spacing ring(8), limiting stand(9), anchor pole head(10), installation groove(11), point slurry passage(12),
Bowl-type lid(13), elastic shrouding(14), extend pawl(15), hollow drill pipe(16), through hole(17).
Embodiment:
A kind of new side slope protection grouted anchor bar of the utility model is achieved in that in use, needing supporting first
Place punching, then by hollow drill pipe(16)It is put into hole, until earth's surface pressure ring(1)Pressure on the ground, then can screw
Clamp nut(3), pressure-bearing sleeve during precession(4)It is compacted, hollow drill pipe(16)Stress is pulled outward, hollow drill pipe(16)
Drive limiting stand(9)With anchor pole head(10)It is mobile, anchor pole head(10)Drive multiple extension pawls(15)It is mobile, when multiple extension pawls
(15)Touch outer tube(6)When, with movement, outer tube(6)By multiple extension pawls(15)Strut, so as to multiple extension pawls
(15)Deeply prick into drill hole inner wall, to hollow drill pipe(16)Root position is fixed, and improves its supporting effect, meanwhile, it is more
Individual extension pawl(15)Connected elastic shrouding is driven respectively(14)It is mobile, make elastic shrouding(14)With bowl-type lid(13)Inner surface point
From so that point slurry passage(12)Open, work as limiting stand(9)It is moved to spacing ring(8)During position, to hollow drill pipe(16)Carry out
It is spacing, prevent hollow drill pipe(16)Continue to move to, to hollow drill pipe(16)And clamp nut(3)Hinged place damage, so
Capping is opened afterwards, to hollow drill pipe(16)Interior slip casting, slurries enter slip casting passage(7)It is interior, in slip casting passage(7)Introversion flows down
Dynamic, fraction slurries pass through through hole(17)Flow into circular passage(5)It is interior, and then flow into spacing ring(8)And hollow drill pipe(16)Between
Gap in, grout cures, make outer tube(6)And hollow drill pipe(16)It is integrally formed, fraction slurries flow into a point slurry passage(12)
It is interior, then penetrate into the gap between hole wall, the soil matrix of root is consolidated, the elastic shrouding(14)Design, can
In not slip casting, to a point slurry passage(12)Blocked, reached in civil construction, the purpose that side slope is protected.
Claims (1)
1. a kind of new side slope protection grouted anchor bar, it is characterized in that:It is made up of agent set and root fixing device, agent set
By earth's surface pressure ring, big envelope, clamp nut, pressure-bearing sleeve, circular passage, outer tube, slip casting passage, spacing ring, limiting stand, hollow
Drilling rod and through hole composition, big envelope are placed on hollow drill pipe one end, and screw thread, the hollow brill are equipped with the hollow drill pipe outer surface
Bar is built-in with slip casting passage, and two through holes are symmetrically provided with the hollow drill pipe, and is connected respectively with slip casting passage, outer tube
It is placed on hollow drill pipe, circular passage is equipped with the outer sleeve inner wall, and is connected by two through holes with slip casting passage,
Earth's surface pressure ring is placed on outer tube one end, and spacing ring is placed on outer tube other end inwall, and between being equipped between hollow drill pipe
Gap, clamp nut are placed on hollow drill pipe, and are meshed with the screw thread on hollow drill pipe outer surface, and pressure-bearing sleeve is placed on hollow
On drilling rod, and between clamp nut and earth's surface pressure ring, limiting stand is placed on the hollow drill pipe other end, root fixing device by
Anchor pole head, installation groove, point slurry passage, bowl-type lid, elastic shrouding and extension pawl composition, anchor pole head are placed in the hollow drill pipe other end
On, it is provided with installation groove on the anchor pole head, multiple extension dog collar shapes are distributed on the outside of hollow drill pipe, and one end is respectively and anchor pole
Head is be hinged, and the multiple extension pawl is between outer tube and anchor pole head, and bowl-type lid is placed on the hollow drill pipe other end, the bowl
Type lid is built-in with a point slurry passage, and is connected with slip casting passage, and multiple elastic shroudings, which correspond, to be placed on multiple extension pawls, and
Fitted respectively with bowl-type interior surface, the multiple elastic shrouding and installation groove are corresponding.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720635169.3U CN207032261U (en) | 2017-06-03 | 2017-06-03 | A kind of new side slope protection grouted anchor bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720635169.3U CN207032261U (en) | 2017-06-03 | 2017-06-03 | A kind of new side slope protection grouted anchor bar |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207032261U true CN207032261U (en) | 2018-02-23 |
Family
ID=61470577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720635169.3U Expired - Fee Related CN207032261U (en) | 2017-06-03 | 2017-06-03 | A kind of new side slope protection grouted anchor bar |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207032261U (en) |
-
2017
- 2017-06-03 CN CN201720635169.3U patent/CN207032261U/en not_active Expired - Fee Related
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP03 | Change of name, title or address |
Address after: 335400 Guixi City, Yingtan, Jiangxi 205 mailbox Patentee after: Nuclear industry Zhicheng Construction Engineering Co., Ltd. Address before: 335400 Guixi City, Jiangxi province 205 mailbox Patentee before: The nuclear industry Zhicheng Construction Engineering Corporation |
|
CP03 | Change of name, title or address | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180223 Termination date: 20210603 |
|
CF01 | Termination of patent right due to non-payment of annual fee |