CN204343277U - Pile foundation construction structure - Google Patents
Pile foundation construction structure Download PDFInfo
- Publication number
- CN204343277U CN204343277U CN201420808206.2U CN201420808206U CN204343277U CN 204343277 U CN204343277 U CN 204343277U CN 201420808206 U CN201420808206 U CN 201420808206U CN 204343277 U CN204343277 U CN 204343277U
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- steel
- platform
- pile foundation
- foundation construction
- bearing platform
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Abstract
The utility model discloses a kind of pile foundation construction structure, comprise steel structure platform, steel structure platform is connected with steel pipe post, steel pipe post top extends in steel structure platform, a steel plate is each passed through and a bearing platform extends in a retaining wall bottom it, steel plate is arranged on below steel structure platform, bearing platform is arranged on lower surface of steel plate, and weld between bearing platform with steel plate, and bearing platform is provided with steel pile casting near two sides place, be fixedly connected with between steel pile casting with bearing platform, retaining wall is positioned on bearing platform soffit, and the steel pipe post being positioned at retaining wall is provided with stake, interior stake is applied on steel pipe post.This pile foundation construction structure can better carry out pile foundation construction, ensure that pile foundation construction operation does not affect by water level, and pile foundation construction complete after in cofferdam installation platform upper mould, ensure that quick sequential production operation, and energy-conserving and environment-protective, significantly improve execution control and level of security, dependable performance is durable.
Description
Technical field
The utility model relates to a kind of constructing structure, particularly a kind of pile foundation construction structure.
Background technology
Rivers embankment pile foundation construction on the bank often adopts the method identical with shallow water area pile foundation construction owing to being subject to dry season with the impact in flood season, i.e. construction with artificial island method and steel platform construction method, although construction with artificial island method construction construction operation is fast, engineering cost is low, but it affects greatly in the wet season by water level, be only applicable to carry out construction operation dry season, adopt steel platform construction method, although do not affect by water level, but the construction of steel platform method can only complete pile foundation construction, but general pile foundation can't better meet this demand, if it is improper to design, probably cause the generation of safe condition.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides one to carry out pile foundation construction, ensure that pile foundation construction operation does not affect by water level, and pile foundation construction complete after in cofferdam the pile foundation construction structure of installation platform upper mould.
To achieve these goals, the technical solution adopted in the utility model is such: pile foundation construction structure of the present utility model, comprise steel structure platform, steel structure platform is connected with steel pipe post, steel pipe post top extends in steel structure platform, a steel plate is each passed through and a bearing platform extends in a retaining wall bottom it, steel plate is arranged on below steel structure platform, bearing platform is arranged on lower surface of steel plate, and weld between bearing platform with steel plate, and bearing platform is provided with steel pile casting near two sides place, be fixedly connected with between steel pile casting with bearing platform, retaining wall is positioned on bearing platform soffit, and the steel pipe post being positioned at retaining wall is provided with stake, interior stake is applied on steel pipe post.
Further, as a kind of concrete form of structure, steel structure platform thickness described in the utility model is between one to two millimeter.
Further, as a kind of concrete form of structure, steel pipe post described in the utility model is at least two.
Further, as a kind of concrete form of structure, Interal fixation described in the utility model is on bearing platform.
Further, as a kind of concrete form of structure, steel pile casting described in the utility model is coated with anti oxidation layer.
Further, as a kind of concrete form of structure, retaining wall height described in the utility model is greater than bearing platform height.
Compared with prior art, the utility model has the advantage of: this pile foundation construction structure can better carry out pile foundation construction, ensure that pile foundation construction operation does not affect by water level, and pile foundation construction complete after in cofferdam installation platform upper mould, ensure that quick sequential production operation, and energy-conserving and environment-protective, significantly improve execution control and level of security, dependable performance is durable.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is structural representation of the present utility model;
In figure: 1. steel structure platform; 2. steel pipe post; 3. steel plate; 4. bearing platform; 5. stake in; 6. steel pile casting; 7. retaining wall.
Detailed description of the invention
By reference to the accompanying drawings the utility model is described in further detail now.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present utility model are described in a schematic way, and therefore it only shows the formation relevant with the utility model.
The preferred embodiment of the utility model pile foundation construction structure as shown in Figure 1, comprise steel structure platform 1, steel structure platform 1 is connected with steel pipe post 2, steel pipe post 2 top extends in steel structure platform 1, a steel plate 3 is each passed through and a bearing platform 4 extends in a retaining wall 7 bottom it, steel plate 3 is arranged on below steel structure platform 1, bearing platform 4 is arranged on steel plate 3 soffit, and weld between bearing platform 4 with steel plate 3, and bearing platform 4 is provided with steel pile casting 6 near two sides place, be fixedly connected with between steel pile casting 6 with bearing platform 4, retaining wall 7 is positioned on bearing platform 4 soffit, and the steel pipe post 2 being positioned at retaining wall 7 is provided with stake 5, interior stake 5 is applied on steel pipe post 2, described steel structure platform 1 thickness is between one to two millimeter, described steel pipe post 2 is at least two, described steel plate 3 is fixed on bearing platform 4, described steel pile casting 6 is coated with anti oxidation layer, described retaining wall 7 is highly greater than bearing platform 4 height.
Pile foundation construction structure of the present utility model can better carry out pile foundation construction, ensure that pile foundation construction operation does not affect by water level, and pile foundation construction complete after in cofferdam installation platform upper mould, ensure that quick sequential production operation, and energy-conserving and environment-protective, significantly improve execution control and level of security, dependable performance is durable.Described steel structure platform 1 thickness is between one to two millimeter, and described steel pipe post 2 is at least two, can better play support performance, and durable in use; Described steel pile casting 6 is coated with anti oxidation layer, and steel pile casting 6 can better be protected not oxidized; Described retaining wall 7 is highly greater than bearing platform 4 height, makes its pile foundation more firm, and does not affect its functional performance.
With above-mentioned according to desirable embodiment of the present utility model for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this utility model technological thought, can carry out various change and amendment completely.The technical scope of this utility model is not limited to the content on manual, must determine its technical scope according to right.
Claims (6)
1. a pile foundation construction structure, comprise steel structure platform, it is characterized in that: steel structure platform is connected with steel pipe post, steel pipe post top extends in steel structure platform, a steel plate is each passed through and a bearing platform extends in a retaining wall bottom it, steel plate is arranged on below steel structure platform, bearing platform is arranged on lower surface of steel plate, and weld between bearing platform with steel plate, and bearing platform is provided with steel pile casting near two sides place, be fixedly connected with between steel pile casting with bearing platform, retaining wall is positioned on bearing platform soffit, and the steel pipe post being positioned at retaining wall is provided with stake, interior stake is applied on steel pipe post.
2. pile foundation construction structure according to claim 1, is characterized in that: described steel structure platform thickness is between one to two millimeter.
3. pile foundation construction structure according to claim 1, is characterized in that: described steel pipe post is at least two.
4. pile foundation construction structure according to claim 1, is characterized in that: described Interal fixation is on bearing platform.
5. pile foundation construction structure according to claim 1, is characterized in that: described steel pile casting is coated with anti oxidation layer.
6. pile foundation construction structure according to claim 1, is characterized in that: described retaining wall height is greater than bearing platform height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420808206.2U CN204343277U (en) | 2014-12-19 | 2014-12-19 | Pile foundation construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420808206.2U CN204343277U (en) | 2014-12-19 | 2014-12-19 | Pile foundation construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204343277U true CN204343277U (en) | 2015-05-20 |
Family
ID=53226555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420808206.2U Expired - Fee Related CN204343277U (en) | 2014-12-19 | 2014-12-19 | Pile foundation construction structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204343277U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563076A (en) * | 2014-12-19 | 2015-04-29 | 成都聚智工业设计有限公司 | Pile foundation construction structure |
-
2014
- 2014-12-19 CN CN201420808206.2U patent/CN204343277U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104563076A (en) * | 2014-12-19 | 2015-04-29 | 成都聚智工业设计有限公司 | Pile foundation construction structure |
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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: 20150520 Termination date: 20151219 |
|
| EXPY | Termination of patent right or utility model |