CN2517782Y - Concrete building foundation pile with internally set core - Google Patents
Concrete building foundation pile with internally set core Download PDFInfo
- Publication number
- CN2517782Y CN2517782Y CN 02212227 CN02212227U CN2517782Y CN 2517782 Y CN2517782 Y CN 2517782Y CN 02212227 CN02212227 CN 02212227 CN 02212227 U CN02212227 U CN 02212227U CN 2517782 Y CN2517782 Y CN 2517782Y
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- CN
- China
- Prior art keywords
- inner core
- pile
- pile body
- foundation pile
- architecture foundation
- 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 concrete architecture foundation pile provided with an inner core inside, which has a pile body, wherein a pile toe is arranged at the lower part of the pile body, a plurality of steel bars are arranged in the pile body, and at least one inner core is arranged in the pile body. The utility model solves the problems that the production process of the prior art is complex and the production cost of the prior art is high.
Description
Technical field
The utility model relates to reinforced concrete building foundation pile technical field.
Background technology
At present, being widely used in the concrete foundation pile of construction work, mostly is hollow pile, and it mostly adopts centrifugal molding process or extract capsule shaping technology when making.It exists complex manufacturing technology, cost of production problem of higher.
Summary of the invention
The concrete architecture foundation pile that the utility model provides a kind of inside to be provided with inner core, it has solved complex manufacturing technology, cost of production problem of higher that prior art exists.
The utility model is achieved through the following technical solutions: inside is provided with the concrete architecture foundation pile of inner core, and it has pile body, and the stake point is arranged at the bottom of pile body, is provided with reinforcing bar in the pile body, is provided with at least one inner core in pile body.
Be further to realize the purpose of this utility model, can also take following technical scheme to be finished: be arranged at least one inner core in the pile body from the pile crown on pile body top to the equal in length of stake point with whole pile body.The pile crown inside at pile body top is solid form.Stake point inside is solid form.The top of pile body is provided with at least one connecting hole.The stake point is provided with a pin, and the stake pin is connected with reinforcing bar.Inner core is the rigid plastics foam block.At least one inner core is inflation plastic cement capsule.At least one inner core is a closed container.The lateral cross section of said pile body is respectively rectangle, circle, triangle, many prismatics, X-shaped, I-shaped and annular.
The beneficial effect that the utility model can produce: because of be provided with at least one inner core in pile body, use traditional precasting process, inner core is placed in the mould, placing of concrete gets final product behind the laying reinforcing bar, and its manufacture craft is simple, and it can significantly reduce cost of production.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the A-A view of Fig. 1;
Fig. 3 is the B-B view of Fig. 1;
Fig. 4 is the C-C view of Fig. 1.
The specific embodiment
Inside of the present utility model is provided with the concrete architecture foundation pile of inner core, and it has pile body 1, and stake point 6 is arranged at the bottom of pile body 1, is provided with reinforcing bar 3 in the pile body 1, is provided with at least one inner core 4,5 in pile body 1.Be arranged at least one inner core 4,5 in the pile body 1 from the pile crown on pile body 1 top to the equal in length of stake point 6 with whole pile body 1.The pile crown inside at pile body 1 top is solid form.Stake point 6 inside are solid form.The top of pile body 1 is provided with at least one connecting hole 2.Stake point 6 is provided with a pin 7, and stake pin 7 is connected with reinforcing bar 3.At least one inner core 4,5 is the rigid plastics foam block.At least one inner core 4,5 is inflation plastic cement capsule.At least one inner core 4,5 is a closed container.The lateral cross section of said pile body 1 is respectively rectangle, circle, triangle, many prismatics, X-shaped, I-shaped and annular.
During making, reinforcing bar 3 and at least one inner core 4,5 are set respectively in mould, then concrete pouring are got final product in this mould.The technology that the utility model is not described in detail partly is known technology.
Claims (10)
1, inside is provided with the concrete architecture foundation pile of inner core, and it has pile body (1), and stake point (6) is arranged at the bottom of pile body (1), is provided with reinforcing bar (3) in the pile body (1), it is characterized in that: be provided with at least one inner core (4), (5) in pile body (1).
2, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: be arranged at least one inner core (4) in the pile body (1), (5) equal in length from the pile crown on pile body (1) top to stake point (6) and whole pile body (1).
3, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: the pile crown at pile body (1) top is inner to be solid form.
4, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: stake point (6) is inner to be solid form.
5, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: the top of pile body (1) is provided with at least one connecting hole (2).
6, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: stake point (6) is provided with a pin (7), and stake pin (7) is connected with reinforcing bar (3).
7, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: at least one inner core (4), (5) are the rigid plastics foam block.
8, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: at least one inner core (4), (5) are inflation plastic cement capsule.
9, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: said at least one inner core (4), (5) are closed container.
10, inside according to claim 1 is provided with the concrete architecture foundation pile of inner core, it is characterized in that: the lateral cross section of said pile body (1) is respectively rectangle, circle, triangle, many prismatics, X-shaped, I-shaped and annular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02212227 CN2517782Y (en) | 2002-01-15 | 2002-01-15 | Concrete building foundation pile with internally set core |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02212227 CN2517782Y (en) | 2002-01-15 | 2002-01-15 | Concrete building foundation pile with internally set core |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2517782Y true CN2517782Y (en) | 2002-10-23 |
Family
ID=33691932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02212227 Expired - Fee Related CN2517782Y (en) | 2002-01-15 | 2002-01-15 | Concrete building foundation pile with internally set core |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2517782Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726490A (en) * | 2014-01-06 | 2014-04-16 | 苏州工业园区设计研究院股份有限公司 | Method for improving compression resistance bearing capacity of concrete prefabricated hollow pile |
| CN106759272A (en) * | 2017-02-25 | 2017-05-31 | 荆门创佳机械科技有限公司 | A kind of inflation prestress steel pile tube of concrete guard wall |
| CN106759294A (en) * | 2017-02-27 | 2017-05-31 | 荆门创佳机械科技有限公司 | The composite pile that deposited reinforced concrete pile is combined with inflation prestress steel pile tube |
| CN106894411A (en) * | 2017-02-25 | 2017-06-27 | 荆门创佳机械科技有限公司 | A kind of hydraulic pressure prestressing force steel-pipe pile |
| CN107059843A (en) * | 2017-02-24 | 2017-08-18 | 荆门创佳机械科技有限公司 | One kind inflation prestress steel pile tube and construction method |
-
2002
- 2002-01-15 CN CN 02212227 patent/CN2517782Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103726490A (en) * | 2014-01-06 | 2014-04-16 | 苏州工业园区设计研究院股份有限公司 | Method for improving compression resistance bearing capacity of concrete prefabricated hollow pile |
| CN107059843A (en) * | 2017-02-24 | 2017-08-18 | 荆门创佳机械科技有限公司 | One kind inflation prestress steel pile tube and construction method |
| CN106759272A (en) * | 2017-02-25 | 2017-05-31 | 荆门创佳机械科技有限公司 | A kind of inflation prestress steel pile tube of concrete guard wall |
| CN106894411A (en) * | 2017-02-25 | 2017-06-27 | 荆门创佳机械科技有限公司 | A kind of hydraulic pressure prestressing force steel-pipe pile |
| CN106759294A (en) * | 2017-02-27 | 2017-05-31 | 荆门创佳机械科技有限公司 | The composite pile that deposited reinforced concrete pile is combined with inflation prestress steel pile tube |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |