CN205188944U - Reinforcing concrete circular pile - Google Patents
Reinforcing concrete circular pile Download PDFInfo
- Publication number
- CN205188944U CN205188944U CN201520940616.7U CN201520940616U CN205188944U CN 205188944 U CN205188944 U CN 205188944U CN 201520940616 U CN201520940616 U CN 201520940616U CN 205188944 U CN205188944 U CN 205188944U
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- CN
- China
- Prior art keywords
- pile
- stake
- pile body
- cover
- steel pipe
- 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
The utility model discloses a reinforcing concrete circular pile, including pile cover, pile body and pile head, pile cover, pile body and pile head connect gradually, pile body inside is provided with hollow steel pipe, hollow steel pipe surface is provided with concrete layer, muscle and stirrup are indulged to inside being provided with of concrete layer, it is provided with more than one to indulge the muscle, the stirrup is the heliciform setting, the vertical muscle setting of stirrup winding more than one, be provided with the more than one through -hole on the pile body, the through -hole runs through concrete layer and hollow steel pipe, the pile body surface is provided with the spacing tooth of more than one, pile cover inside is hollow setting, the inside backup pad that is provided with of pile cover, it indulges the muscle hole to be provided with more than one in the backup pad, the pile cover top is provided with the apron, this reinforcing concrete circular pile design is simple, with low costs and the steadiness is strong.
Description
Technical field
The utility model relates to the stake of a kind of reinforced concrete circle.
Background technology
At present, the concrete stake that building construction is laid the foundations has reinforcing bar in one, and one end point, another square column type concrete stake of holding level with both hands, after this concrete stake is driven underground, needs the cement on top to destroy, expose reinforcing bar, both waste of manpower, waste material again.
Concrete pile uses widely in infrastructure, but because different regions has different geological conditionss, existing concrete pile cannot adapt to completely, particularly some columniform concrete piles, when concrete pile is thrown into underground, because geology is comparatively hard, the stake thrown into is easy to the phenomenon rotated, and is easy to occur the phenomenon of quick-fried stake when throwing in stake.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of simplicity of design, the stake of cost is low and steadiness is strong reinforced concrete circle.
For solving the problems of the technologies described above, the utility model adopts following technical scheme:
The stake of a kind of reinforced concrete circle, include pile cover, pile body and pile crown, described pile cover, pile body is connected successively with pile crown, described pile body inside is provided with hollow steel pipe, described hollow steel pipe external surface is provided with layer of concrete, described layer of concrete inside is provided with vertical muscle and stirrup, described vertical muscle is provided with more than one, described stirrup is arranged in the shape of a spiral, described stirrup is wound around the vertical muscle setting of more than, described pile body is provided with more than one through hole, described through hole runs through layer of concrete and hollow steel pipe, described pile body surface is provided with more than one limiting tooth, described pile cover inside is hollow setting, described pile cover inside is provided with gripper shoe, described gripper shoe is provided with more than one vertical muscle hole, described pile cover top is provided with cover plate.
As preferably, the length of described pile body is 500-1000cm.
As preferably, the diameter of described pile body is 50-150cm.
As preferably, the diameter of described hollow steel pipe is 20-60cm.
As preferably, the height of described pile crown is 100-200cm.
As preferably, described pile body and pile crown are that integral type is arranged, and make structure more firm.
As preferably, described gripper shoe and pile cover are that integral type is arranged, and make structure more firm.
As preferably, described gripper shoe inside is provided with reinforcing rib, improves the intensity of gripper shoe.
The beneficial effects of the utility model are: this reinforced concrete circle stake simplicity of design, by being equipped with of hollow steel pipe and through hole, after circle stake is driven underground, Materials with High Strength high-pressure pump is pressed into hollow steel pipe, by in soil layer around through hole infiltration stake, improve the intensity of soil layer, improve the frictional resistance of soil to circle stake, thus improve its steadiness; By being provided with limiting tooth at pile body surface, the connection of pile body and soil can not only be strengthened, can also prevent pile body self from skidding, improve its steadiness further; After existing concrete stake is driven underground, needs the cement on top to destroy, expose reinforcing bar, and the utility model is by being provided with pile cover, can be enclosed within pile body by pile cover during piling, the complete pile cover that sheds again of driving piles, save manpower and material, cost is low.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of reinforced concrete circle of the utility model stake.
Detailed description of the invention
As shown in Figure 1, the stake of a kind of reinforced concrete circle, include pile cover 3, pile body 1 and pile crown 2, described pile cover 3, pile body 1 is connected successively with pile crown 2, described pile body 1 inside is provided with hollow steel pipe 5, described hollow steel pipe 5 external surface is provided with layer of concrete 4, described layer of concrete 4 inside is provided with vertical muscle 6 and stirrup 7, described vertical muscle 6 is provided with more than one, described stirrup 7 is arranged in the shape of a spiral, the vertical muscle 6 that described stirrup 7 is wound around more than one is arranged, described pile body 1 is provided with more than one through hole 12, described through hole 12 runs through layer of concrete 4 and hollow steel pipe 5, described pile body 1 surface is provided with more than one limiting tooth 8, described pile cover 3 inside is hollow setting, described pile cover 3 inside is provided with gripper shoe 9, described gripper shoe 9 is provided with more than one vertical muscle hole 10, described pile cover 3 top is provided with cover plate 11.
The length of described pile body 1 is 500-1000cm.
The diameter of described pile body 1 is 50-150cm.
The diameter of described hollow steel pipe 5 is 20-60cm.
The height of described pile crown 2 is 100-200cm.
Described pile body 1 and pile crown 2 are arranged for integral type, make structure more firm.
Described gripper shoe 9 is arranged for integral type with pile cover 3, makes structure more firm.
Described gripper shoe 9 inside is provided with reinforcing rib (not shown), improves the intensity of gripper shoe 9.
The beneficial effects of the utility model are: this reinforced concrete circle stake simplicity of design, by being equipped with of hollow steel pipe and through hole, after circle stake is driven underground, Materials with High Strength high-pressure pump is pressed into hollow steel pipe, by in soil layer around through hole infiltration stake, improve the intensity of soil layer, improve the frictional resistance of soil to circle stake, thus improve its steadiness; By being provided with limiting tooth at pile body surface, the connection of pile body and soil can not only be strengthened, can also prevent pile body self from skidding, improve its steadiness further; After existing concrete stake is driven underground, needs the cement on top to destroy, expose reinforcing bar, and the utility model is by being provided with pile cover, can be enclosed within pile body by pile cover during piling, the complete pile cover that sheds again of driving piles, save manpower and material, cost is low.
The above, be only detailed description of the invention of the present utility model, but protection domain of the present utility model is not limited thereto, and any change of expecting without creative work or replacement, all should be encompassed within protection domain of the present utility model.
Claims (8)
1. reinforced concrete circle stake, it is characterized in that: include pile cover, pile body and pile crown, described pile cover, pile body is connected successively with pile crown, described pile body inside is provided with hollow steel pipe, described hollow steel pipe external surface is provided with layer of concrete, described layer of concrete inside is provided with vertical muscle and stirrup, described vertical muscle is provided with more than one, described stirrup is arranged in the shape of a spiral, described stirrup is wound around the vertical muscle setting of more than, described pile body is provided with more than one through hole, described through hole runs through layer of concrete and hollow steel pipe, described pile body surface is provided with more than one limiting tooth, described pile cover inside is hollow setting, described pile cover inside is provided with gripper shoe, described gripper shoe is provided with more than one vertical muscle hole, described pile cover top is provided with cover plate.
2. reinforced concrete circle according to claim 1 stake, is characterized in that: the length of described pile body is 500-1000cm.
3. reinforced concrete circle according to claim 2 stake, is characterized in that: the diameter of described pile body is 50-150cm.
4. reinforced concrete circle according to claim 3 stake, is characterized in that: the diameter of described hollow steel pipe is 20-60cm.
5. reinforced concrete circle according to claim 4 stake, is characterized in that: the height of described pile crown is 100-200cm.
6. reinforced concrete circle according to claim 5 stake, is characterized in that: described pile body and pile crown are that integral type is arranged.
7. reinforced concrete circle according to claim 6 stake, is characterized in that: described gripper shoe and pile cover are that integral type is arranged.
8. reinforced concrete circle according to claim 7 stake, is characterized in that: described gripper shoe inside is provided with reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520940616.7U CN205188944U (en) | 2015-11-21 | 2015-11-21 | Reinforcing concrete circular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520940616.7U CN205188944U (en) | 2015-11-21 | 2015-11-21 | Reinforcing concrete circular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205188944U true CN205188944U (en) | 2016-04-27 |
Family
ID=55781946
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520940616.7U Expired - Fee Related CN205188944U (en) | 2015-11-21 | 2015-11-21 | Reinforcing concrete circular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205188944U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926588A (en) * | 2016-05-07 | 2016-09-07 | 哈尔滨共阳科技咨询有限公司 | Novel building steel pile |
| CN111636414A (en) * | 2020-06-02 | 2020-09-08 | 齐鲁交通发展集团有限公司 | Bearing type pervious concrete-ECC (error correction code) composite precast pile and preparation method thereof |
-
2015
- 2015-11-21 CN CN201520940616.7U patent/CN205188944U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105926588A (en) * | 2016-05-07 | 2016-09-07 | 哈尔滨共阳科技咨询有限公司 | Novel building steel pile |
| CN111636414A (en) * | 2020-06-02 | 2020-09-08 | 齐鲁交通发展集团有限公司 | Bearing type pervious concrete-ECC (error correction code) composite precast pile and preparation method thereof |
| CN111636414B (en) * | 2020-06-02 | 2022-05-24 | 山东高速集团有限公司 | Bearing type pervious concrete-ECC (error correction code) composite precast pile and preparation method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160427 Termination date: 20161121 |