CN205503159U - High withdrawal resistance anchor of weak rock soil - Google Patents
High withdrawal resistance anchor of weak rock soil Download PDFInfo
- Publication number
- CN205503159U CN205503159U CN201620297289.2U CN201620297289U CN205503159U CN 205503159 U CN205503159 U CN 205503159U CN 201620297289 U CN201620297289 U CN 201620297289U CN 205503159 U CN205503159 U CN 205503159U
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- CN
- China
- Prior art keywords
- slip casting
- abnormity
- anchor
- annular
- injected hole
- 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
The utility model discloses a high withdrawal resistance anchor of weak rock soil, including slip casting cone, special -shaped slip casting stock, cross fastening frame, dysmorphism slip casting stock is the hollow tube, slip casting cone one end is solid cone, and the other end is inside cavity and is connected with special -shaped slip casting stock, cross fastening frame installs in the one end of special -shaped slip casting stock, middle part A disc -shaped. Dysmorphism slip casting stock is equipped with the external screw thread at the link with the slip casting cone, and the one end of this external screw thread is equipped with the resistance piece, the terminal surface and the laminating of resistance piece of slip casting cone, the surface of dysmorphism slip casting stock is equipped with spaced wolf's fang shape arch in the annular, be equipped with uniform annular's injected hole between the adjacent two ring archs. This device simple structure, it is convenient to install, slip casting is reinforced effectually, and the resistance to plucking dynamic height is strong to the anchoring effect of ground, improves the the stress intensity and the self stability of ground.
Description
Technical field
This utility model belongs to reinforcing and the supporting field of soft rock-soil, is specifically related to a kind of soft rock-soil height withdrawal resistance anchoring dress
Put.
Background technology
In the civil engineering such as traffic, water conservancy, the conventional anchor such as grouting rock bolt or grouted anchor bar is to tunnel, side slope
In soft rock-soil reinforce.Anchorage Technology is by one tension member embedment stratum, to improve ground from stiffness of the body
Degree and a kind of engineering of self-stable ability, owing to this technology significantly alleviates the deadweight of works, saves engineering material, and
Guarantee the safety of engineering and consolidate, there is significant economic benefit and social benefit, be therefore widely used in engineering.
Anchorage Technology utilizes anchor pole surrounding formation rock soil classifiction to carry out the pulling force of transferring structure thing, or keeps stratum
The homeostasis of excavation face, it can provide and act on works to bear the drag of outer lotus, can make works and stratum
It is bound up, forms a kind of cooperative complex so that it is can effectively bear pulling force and shearing.In engineering practice
The bearing capacity of anchor pole rely primarily on shank member particularly anchoring section and around cohere frictional force between rock soil medium.Prior art
The anchoring section used is straight line structure, and often frictional force is limited, particularly at Impact direction with anchor pole angular separation relatively
In the case of little, if run into soil layer cohere frictional strength relatively low time, often be difficult to meet design withdrawal resistance requirement.
Summary of the invention
The technical problems to be solved in the utility model is for the deficiencies in the prior art, weak for the engineering structure such as tunnel, side slope
The reinforcing of ground and the anchor that supporting provides a kind of high withdrawal resistance, grouting consolidation effect is good, anchorage effect is strong.
The technical solution adopted in the utility model is: a kind of soft rock-soil height withdrawal resistance anchor, including slip casting conical head,
Abnormity grouted anchor bar, cross fastening frame；Described abnormity grouted anchor bar is hollow pipe；Described slip casting conical head one end is solid-cone
Shape head, other end inner hollow is also connected with abnormity grouted anchor bar；Described cross fastening frame is installed on described abnormity grouted anchor bar
One end, middle part is in the form of annular discs.
Described slip casting conical head is provided with injected hole at the position of hollow, and this injected hole annular is uniform, is provided with inside slip casting conical head
Screw thread.
Described abnormity grouted anchor bar is provided with external screw thread at the connection end with slip casting conical head, and this externally threaded one end is provided with resistance
Block, the end face of described slip casting conical head is fitted with resistant block；The surface of abnormity grouted anchor bar sets spaced Herba Agrimoniae in annular
Shape is protruding, is provided with the injected hole that annular is uniform between adjacent two ring projections.
Described cross fastening frame surface is cross girt strip, is provided with ring-shaped rubber with the joint face of abnormity grouted anchor bar and seals
Circle, and fixed with abnormity injected hole anchor pole by bolt and anchor pad.
Injected hole on described abnormity grouted anchor bar is more than 1 meter with the spacing of the end face against cross fastening frame.
In each annular of described injected hole, quantity is 4, layout spaced apart ninety degrees from.
This apparatus structure is simple, and it is convenient to install；Grouting consolidation effect is good, and withdrawal resistance is high, strong to the anchorage effect of ground, carries
The entirety of high ground is by force intensity and self stability.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Illustrate: 1-slip casting conical head, 2-abnormity grouted anchor bar, 3-cross fastening frame, 4-injected hole, 5-projection,
6-resistant block, 7-rubber seal.
Detailed description of the invention
Below in conjunction with the accompanying drawings, this utility model is further illustrated.
As it is shown in figure 1, a kind of soft rock-soil height withdrawal resistance anchor, including slip casting conical head (1), abnormity slip casting anchor
Bar (2), cross fastening frame (3)；Described abnormity grouted anchor bar (2) is hollow pipe；Described slip casting conical head (1)
End is solid cone shaped head, and other end inner hollow is also connected with abnormity grouted anchor bar (2)；Described cross fastening frame (3) is pacified
Being loaded on one end of described abnormity grouted anchor bar (2), middle part is in the form of annular discs.
Described slip casting conical head (1) is provided with injected hole (4) at the position of hollow, and this injected hole (4) annular is uniform, note
Slurry conical head (1) is internally threaded.
Described abnormity grouted anchor bar (2) is provided with external screw thread at the connection end with slip casting conical head (1), this externally threaded one end
Being provided with resistant block (6), the end face of described slip casting conical head (1) is fitted with resistant block (6)；Abnormity grouted anchor bar (2)
Surface in annular, set spaced Herba Agrimoniae shape protruding (5), be provided with, between adjacent two rings protruding (5), the note that annular is uniform
Slurry hole (4).
Described cross fastening frame (3) surface is cross girt strip, is provided with annular with the joint face of abnormity grouted anchor bar (2)
Rubber seal (7), and fixed with abnormity injected hole (4) anchor pole by bolt and anchor pad.
Injected hole (4) on described abnormity grouted anchor bar (2) is more than 1 with the spacing of the end face against cross fastening frame (3)
Rice.
In described injected hole (4) each annular, quantity is 4, layout spaced apart ninety degrees from.
This apparatus structure is simple, and it is convenient to install；By in the upper resistant block (6) arranged of abnormity grouted anchor bar (2) and Herba Agrimoniae
Shape protruding (5) strengthens anchor pole and the contact surface of cement grout, thus provides high withdrawal resistance for this device；Abnormity grouted anchor bar
(2) aperture of one end is provided with sealing ring, and closure is strong, and the injected hole (4) that anchor pole annular is arranged simultaneously improves slip casting
Consolidation effect, makes anchorage effect higher, improves the entirety of ground by force intensity and self stability.
The above only have expressed preferred implementation of the present utility model, and it describes more concrete and in detail, but can not be because of
This and be interpreted as the restriction to this utility model the scope of the claims.It should be pointed out that, come for those of ordinary skill in the art
Say, without departing from the concept of the premise utility, it is also possible to making some deformation, improve and substitute, these broadly fall into
Protection domain of the present utility model.Therefore, the protection domain of this utility model patent should be as the criterion with claims.
Claims (6)
1. a soft rock-soil height withdrawal resistance anchor, it is characterised in that include slip casting conical head, abnormity grouted anchor bar,
Cross fastening frame；Described abnormity grouted anchor bar is hollow pipe；Described slip casting conical head one end is solid cone shaped head, and the other end is
Inner hollow is also connected with abnormity grouted anchor bar；Described cross fastening frame is installed on one end of described abnormity grouted anchor bar, middle part
In the form of annular discs.
A kind of soft rock-soil height withdrawal resistance anchor the most according to claim 1, it is characterised in that described slip casting
Conical head is provided with injected hole at the position of hollow, and this injected hole annular is uniform, and slip casting conical head is internally threaded.
A kind of soft rock-soil height withdrawal resistance anchor the most according to claim 1, it is characterised in that described abnormity
Grouted anchor bar is provided with external screw thread at the connection end with slip casting conical head, and this externally threaded one end is provided with resistant block, and described slip casting is bored
The end face of shape head is fitted with resistant block；It is protruding that the surface of abnormity grouted anchor bar sets spaced Herba Agrimoniae shape in annular, and adjacent two
The injected hole that annular is uniform it is provided with between ring projection.
A kind of soft rock-soil height withdrawal resistance anchor the most according to claim 1, it is characterised in that described cross
Fastening frame surface is cross girt strip, is provided with ring-shaped rubber sealing ring with the joint face of abnormity grouted anchor bar, and passes through bolt
Fix with abnormity injected hole anchor pole with anchor pad.
5. according to a kind of soft rock-soil height withdrawal resistance anchor described in Claims 2 or 3, it is characterised in that described
In each annular of injected hole, quantity is 4, layout spaced apart ninety degrees from.
A kind of soft rock-soil height withdrawal resistance anchor the most according to claim 3, it is characterised in that described abnormity
Injected hole on grouted anchor bar is more than 1 meter with the spacing of the end face against cross fastening frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620297289.2U CN205503159U (en) | 2016-04-11 | 2016-04-11 | High withdrawal resistance anchor of weak rock soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620297289.2U CN205503159U (en) | 2016-04-11 | 2016-04-11 | High withdrawal resistance anchor of weak rock soil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205503159U true CN205503159U (en) | 2016-08-24 |
Family
ID=56737424
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620297289.2U Expired - Fee Related CN205503159U (en) | 2016-04-11 | 2016-04-11 | High withdrawal resistance anchor of weak rock soil |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205503159U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894233A (en) * | 2018-06-28 | 2018-11-27 | 深圳市必发达科技有限公司 | A kind of suspension roof support structure of foundation pit band anchoring wall |
| CN109989778A (en) * | 2019-04-08 | 2019-07-09 | 山东科技大学 | A kind of multistage anchoring yielding automatically anchor pole and anchoring process |
| CN110553901A (en) * | 2019-09-19 | 2019-12-10 | 湖南大学 | anchoring part complete device for detecting strength by post-installation pulling-out method and detection method |
-
2016
- 2016-04-11 CN CN201620297289.2U patent/CN205503159U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894233A (en) * | 2018-06-28 | 2018-11-27 | 深圳市必发达科技有限公司 | A kind of suspension roof support structure of foundation pit band anchoring wall |
| CN109989778A (en) * | 2019-04-08 | 2019-07-09 | 山东科技大学 | A kind of multistage anchoring yielding automatically anchor pole and anchoring process |
| CN109989778B (en) * | 2019-04-08 | 2020-08-28 | 山东科技大学 | Multi-section anchoring automatic yielding anchor rod and anchoring method |
| CN110553901A (en) * | 2019-09-19 | 2019-12-10 | 湖南大学 | anchoring part complete device for detecting strength by post-installation pulling-out method and detection method |
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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 |
Granted publication date: 20160824 Termination date: 20190411 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |