CN205804332U - A kind of concrete circular stake - Google Patents
A kind of concrete circular stake Download PDFInfo
- Publication number
- CN205804332U CN205804332U CN201620672280.5U CN201620672280U CN205804332U CN 205804332 U CN205804332 U CN 205804332U CN 201620672280 U CN201620672280 U CN 201620672280U CN 205804332 U CN205804332 U CN 205804332U
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- CN
- China
- Prior art keywords
- steel
- post
- layer
- bar
- steel hoop
- 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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- Piles And Underground Anchors (AREA)
Abstract
nullThe utility model discloses a kind of concrete circular stake，This circle stake includes concrete principal post and is arranged at the pile crown bottom this concrete principal post，This pile crown is cone pile crown，It is provided with I-shaped in this pile crown and strengthens steel，It is provided with first annular bar-mat reinforcement in this concrete principal post、And it is set around the second steel hoop net that this first annular bar-mat reinforcement is peripheral，This first annular bar-mat reinforcement includes ground floor steel hoop post、It is positioned at the second layer steel hoop post that this ground floor steel hoop post is peripheral，This ground floor steel hoop post and second layer steel hoop post connect by complex root the first steel bar is fixing，This second steel hoop net includes third layer steel hoop post、It is positioned at the 4th layer of steel hoop post that this third layer steel hoop post is peripheral，This third layer steel hoop post and the 4th layer of steel hoop post connect by complex root the second steel bar is fixing.
Description
Technical field
This utility model relates to a kind of concrete circular stake.
Background technology
When using concrete circular stake, when constructing on pan soil, circular stake is difficult to sinking construction, and existing circle
Shape stake insufficient strength, is easily sinking or stress damage during long-time use, the safest.
Utility model content
The technical problems to be solved in the utility model is, for the drawbacks described above of prior art, it is provided that a kind of concrete
Circular stake.
This utility model solves its technical problem and be the technical scheme is that a kind of concrete circular stake of structure, this circle
Shape stake includes concrete principal post and is arranged at the pile crown bottom this concrete principal post, and this pile crown is cone pile crown, this pile crown
Inside it is provided with I-shaped and strengthens steel, be provided with first annular bar-mat reinforcement in this concrete principal post and be set around this first annular steel
The second steel hoop net that muscle net is peripheral, this first annular bar-mat reinforcement includes ground floor steel hoop post, is positioned at this ground floor ring
The second layer steel hoop post that shape steel bar column is peripheral, this ground floor steel hoop post and second layer steel hoop post pass through complex root
First steel bar is fixing to be connected, and this second steel hoop net includes third layer steel hoop post, is positioned at this third layer steel hoop post
The 4th layer of peripheral steel hoop post, this third layer steel hoop post and the 4th layer of steel hoop post are by complex root the second steel bar
Fixing connection.
In concrete circular stake described in the utility model, the most adjacent in this ground floor steel hoop post two first
Steel bar column connects by the 3rd steel bar is fixing, and two second steel bar columns the most adjacent in this second layer steel hoop post pass through the 4th
Steel bar is fixing to be connected, and two the 3rd steel bar columns the most adjacent in this third layer steel hoop post connect by the 5th steel bar is fixing,
Two the 4th steel bar columns the most adjacent in 4th layer of steel hoop post connect by the 6th steel bar is fixing.
In concrete circular stake described in the utility model, this first annular bar-mat reinforcement bottom is inserted in this pile crown also
Strengthen with this I-shaped that steel surface is fixing to be connected, this second steel hoop net bottom end be inserted into this pile crown interior and with this " work " word
Shape strengthens the fixing connection in steel surface.
In concrete circular stake described in the utility model, this I-shaped is strengthened ladle and is included arranged in parallel the
One steel plate, the second steel plate and connect the connection post of this first steel plate and the second steel plate.
In concrete circular stake described in the utility model, this first steel plate is positioned at above this second steel plate, and this is first years old
Steel plate width is more than the second steel plate width.
In concrete circular stake described in the utility model, this first steel plate and the second steel plate are equipped with and are easy to coagulation
The through hole that soil passes through.
Implement concrete circular stake of the present utility model, have the advantages that use concrete of the present utility model
During circular stake, before perfusion, when carrying out steelframe and arranging, can be peripheral at first annular bar-mat reinforcement by the second steel hoop guard,
With I-shaped, first annular bar-mat reinforcement and the second steel hoop net are strengthened steel to weld simultaneously so that concrete principal post and
Pile crown carries out an entirety, the most cracking will not wait and damage phenomenon, and is easy under the environment such as pan soil are carried out by pile crown
Heavy construction.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail, in accompanying drawing:
Fig. 1 is the structural representation of this utility model concrete circular stake.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearer, new to this practicality below in conjunction with accompanying drawing
Type embodiment is described in further detail.
As it is shown in figure 1, in concrete circular stake first embodiment of the present utility model, this circle stake 1 includes concrete
Principal post 2 and be arranged at the pile crown 3 bottom this concrete principal post 2, this pile crown 3 is cone pile crown 3, is provided with in this pile crown 3
I-shaped strengthens steel 4, is provided with first annular bar-mat reinforcement 5 and is set around this first annular bar-mat reinforcement in this concrete principal post 2
Second steel hoop net 6 of 5 peripheries, this first annular bar-mat reinforcement 5 includes ground floor steel hoop post 7, is positioned at this ground floor ring
The second layer steel hoop post 8 of shape steel bar column 7 periphery, this ground floor steel hoop post 7 and second layer steel hoop post 8 are by multiple
Several first steel bars 11 are fixing to be connected, and this second steel hoop net 6 includes third layer steel hoop post 9, is positioned at this third layer ring
4th layer of steel hoop post 10 of shape steel bar column 9 periphery, this third layer steel hoop post 9 and the 4th layer of steel hoop post 10 pass through
Complex root the second steel bar 12 is fixing to be connected.
When using concrete circular stake 1 of the present utility model, before perfusion, when carrying out steelframe and arranging, can be by the second ring
It is peripheral that shape bar-mat reinforcement 6 covers on first annular bar-mat reinforcement 5, simultaneously by first annular bar-mat reinforcement 5 and the second steel hoop net 6 and " work "
Font is strengthened steel 4 and is welded so that concrete principal post 2 and pile crown 3 carry out an entirety, the most cracking will not wait and damage
Phenomenon, and be easy to carry out sinking construction at environment such as pan soil by pile crown 3.
In concrete circular stake 1 described in the utility model, the most adjacent in this ground floor steel hoop post 7 two
One steel bar column connects by the 3rd steel bar is fixing, and two second steel bar columns the most adjacent in this second layer steel hoop post 8 pass through
4th steel bar is fixing to be connected, and two the 3rd steel bar columns the most adjacent in this third layer steel hoop post 9 are fixed by the 5th steel bar
Connecting, two the 4th steel bar columns the most adjacent in the 4th layer of steel hoop post 10 connect by the 6th steel bar is fixing.
In concrete circular stake 1 described in the utility model, this first annular bar-mat reinforcement 5 bottom is inserted into this pile crown 3
In and strengthen with this I-shaped that steel 4 surface is fixing to be connected, this second steel hoop net 6 bottom be inserted into this pile crown 3 interior and with
This I-shaped strengthens the fixing connection in steel 4 surface.
In concrete circular stake 1 described in the utility model, this I-shaped is strengthened steel 4 and is included arranged in parallel
First steel plate the 13, second steel plate 14 and connect this first steel plate 13 and connection post 15 of the second steel plate 14.
In concrete circular stake 1 described in the utility model, this first steel plate 13 is positioned at above this second steel plate 14, should
First steel plate 13 width is more than the second steel plate 14 width.
In concrete circular stake 1 described in the utility model, this first steel plate 13 and the second steel plate 14 are equipped with just
In the through hole that concrete passes through.
The foregoing is only embodiment of the present utility model, not thereby limit the scope of the claims of the present utility model, every
Utilize equivalent structure or equivalence flow process conversion that this utility model description and accompanying drawing content made, or be directly or indirectly used in
Other relevant technical fields, are the most in like manner included in scope of patent protection of the present utility model.
Claims (6)
1. a concrete circular stake, it is characterised in that described circular stake includes concrete principal post and is arranged at described coagulation
Pile crown bottom soil principal post, described pile crown is cone pile crown, is provided with I-shaped and strengthens steel, described concrete in described pile crown
It is provided with first annular bar-mat reinforcement in principal post and is set around the second steel hoop net that described first annular bar-mat reinforcement is peripheral, institute
State first annular bar-mat reinforcement to include ground floor steel hoop post, be positioned at the second layer annular that described ground floor steel hoop post is peripheral
Steel bar column, described ground floor steel hoop post and second layer steel hoop post connect by complex root the first steel bar is fixing, described
Second steel hoop net includes third layer steel hoop post, is positioned at the 4th layer of annular steel that described third layer steel hoop post is peripheral
Muscle post, described third layer steel hoop post and the 4th layer of steel hoop post connect by complex root the second steel bar is fixing.
Concrete circular stake the most according to claim 1, it is characterised in that the most adjacent in described ground floor steel hoop post
Two first steel bar columns connect by the 3rd steel bar is fixing, two second steel the most adjacent in described second layer steel hoop post
Muscle post connects by the 4th steel bar is fixing, and two the 3rd steel bar columns the most adjacent in described third layer steel hoop post pass through the 5th
Steel bar is fixing to be connected, and two the 4th steel bar columns the most adjacent in described 4th layer of steel hoop post are fixing even by the 6th steel bar
Connect.
Concrete circular stake the most according to claim 1, it is characterised in that described first annular bar-mat reinforcement bottom is inserted into
Fixing in described pile crown and with described I-shaped reinforcement steel surface and be connected, described second steel hoop net bottom end is inserted into described
Fix in pile crown and with described I-shaped reinforcement steel surface and be connected.
Concrete circular stake the most according to claim 1, it is characterised in that described I-shaped is strengthened ladle and included the most flat
The first steel plate, the second steel plate that row is arranged and connect the connection post of described first steel plate and the second steel plate.
Concrete circular stake the most according to claim 4, it is characterised in that described first steel plate is positioned at described second steel plate
Top, described first steel plate width is more than the second steel plate width.
Concrete circular stake the most according to claim 5, it is characterised in that be all provided with on described first steel plate and the second steel plate
Have and be easy to the through hole that concrete passes through.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620672280.5U CN205804332U (en) | 2016-06-30 | 2016-06-30 | A kind of concrete circular stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620672280.5U CN205804332U (en) | 2016-06-30 | 2016-06-30 | A kind of concrete circular stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205804332U true CN205804332U (en) | 2016-12-14 |
Family
ID=57512780
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620672280.5U Expired - Fee Related CN205804332U (en) | 2016-06-30 | 2016-06-30 | A kind of concrete circular stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205804332U (en) |
-
2016
- 2016-06-30 CN CN201620672280.5U patent/CN205804332U/en not_active Expired - Fee Related
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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: 20161214 Termination date: 20210630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |