CN204590010U - Concrete pile - Google Patents
Concrete pile Download PDFInfo
- Publication number
- CN204590010U CN204590010U CN201520019897.2U CN201520019897U CN204590010U CN 204590010 U CN204590010 U CN 204590010U CN 201520019897 U CN201520019897 U CN 201520019897U CN 204590010 U CN204590010 U CN 204590010U
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- steel
- concrete column
- concrete
- steel plate
- bearing
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Abstract
The utility model discloses a kind of concrete pile, comprise steel reinforcement framework cage, steel reinforcement framework cage is positioned at a concrete column top, be fixedly connected with between steel reinforcement framework cage with concrete column, concrete column is provided with steel plate, steel plate is two, two steel plates are arranged near concrete column two sides respectively, on concrete column, corresponding steel plate place is provided with vertical draw-in groove, steel plate is positioned at draw-in groove, bearing sheet is connected with between two steel plates, bearing sheet is inclined between two steel plates, bearing sheet is two, and two bearing sheets are upper and lower vibrational power flow, between two bearing sheets, cushion cap post is vertically installed, cushion cap post is fixed between two bearing sheets.This concrete pile effectively can improve the frictional force between pile body and the soil body, guarantee the bonding force of pile body and the soil body, effectively can save the use amount of pile body, fill out the traditional approach of core resistance to plucking in changing simultaneously, ensure that the connection of prestressed concrete pile and cushion cap, make it more safe and reliable, improve efficiency of construction, applied widely.
Description
Technical field
The utility model relates to a kind of civil engineering structure, particularly a kind of concrete pile.
Background technology
Along with the paces of Urbanization in China are accelerated; the exploitation of the underground space obtain fast development; the building with resistance to plucking requirement is increasing; the degree of depth is also more and more darker; the anti-floating problem of the underground space becomes increasingly conspicuous; often can run into the measure of anti float owing to not considering structure or the improper measures taked in engineering and the programming caused, range of application progressively expands uplift pile basis in recent years.Concrete pile is the indispensable pith of building foundation, not only carry upper building, also need the stability ensureing upper building, but general concrete pile can not meet this series of demand, often there is difficult quality to control, the problem that environmental pollution is comparatively large and comprehensive cost is more high.
Utility model content
The technical problems to be solved in the utility model is: overcome the problems referred to above, provides a kind of frictional force that can effectively improve between pile body and the soil body, guarantees the bonding force of pile body and the soil body, effectively can save the concrete pile of the use amount of pile body.
To achieve these goals, the technical solution adopted in the utility model is such: concrete pile of the present utility model, comprise steel reinforcement framework cage, steel reinforcement framework cage is positioned at a concrete column top, be fixedly connected with between steel reinforcement framework cage with concrete column, concrete column is provided with steel plate, steel plate is two, two steel plates are arranged near concrete column two sides respectively, on concrete column, corresponding steel plate place is provided with vertical draw-in groove, steel plate is positioned at draw-in groove, bearing sheet is connected with between two steel plates, bearing sheet is inclined between two steel plates, bearing sheet is two, and two bearing sheets are upper and lower vibrational power flow, between two bearing sheets, cushion cap post is vertically installed, cushion cap post is fixed between two bearing sheets, concrete column is provided with drain hole near bottom place, the rectangular structure of drain hole, above drain hole, backplate is installed, be fixedly connected with between backplate with bearing sheet.
Further, as a kind of concrete form of structure, steel reinforcement framework cage described in the utility model adopts several bending steel bar to be entwined.
Further, as a kind of concrete form of structure, concrete column diameter described in the utility model is between three to five centimetres.
Further, as a kind of concrete form of structure, steel plate described in the utility model adopts stainless-steel sheet structure.
Further, as a kind of concrete form of structure, weld between bearing sheet described in the utility model with cushion cap post.
Further, as a kind of concrete form of structure, drain hole aperture described in the utility model is between one to two centimetre.
Compared with prior art, the utility model has the advantage of: this concrete pile effectively can improve the frictional force between pile body and the soil body, guarantee the bonding force of pile body and the soil body, effectively can save the use amount of pile body, fill out the traditional approach of core resistance to plucking simultaneously in changing, ensure that the connection of prestressed concrete pile and cushion cap, make it more safe and reliable, improve efficiency of construction, applied widely.
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 reinforcement framework cage; 2. concrete column; 3. steel plate; 4. bearing sheet; 5. cushion cap post; 6. backplate; 7. drain hole.
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 concrete pile as shown in Figure 1, comprise steel reinforcement framework cage 1, steel reinforcement framework cage 1 is positioned at concrete column 2 top, be fixedly connected with between steel reinforcement framework cage 1 with concrete column 2, concrete column 2 is provided with steel plate 3, steel plate 3 is two, two steel plates 3 are arranged near concrete column 2 two sides respectively, on concrete column 2, corresponding steel plate 3 place is provided with vertical draw-in groove, steel plate 3 is positioned at draw-in groove, bearing sheet 4 is connected with between two steel plates 3, bearing sheet 4 is inclined between two steel plates 3, bearing sheet 4 is two, and two bearing sheets 4 are in upper and lower vibrational power flow, between two bearing sheets 4, cushion cap post 5 is vertically installed, cushion cap post 5 is fixed between two bearing sheets 4, concrete column 2 is provided with drain hole 7 near bottom place, the rectangular structure of drain hole 7, backplate 6 is installed above drain hole 7, be fixedly connected with between backplate 6 with bearing sheet 4, described steel reinforcement framework cage 1 adopts several bending steel bar to be entwined, described concrete column 2 diameter is between three to five centimetres, described steel plate 3 adopts stainless-steel sheet structure, described bearing sheet 4 welds with between cushion cap post 5, described drain hole 7 aperture is between one to two centimetre.
Concrete pile of the present utility model effectively can improve the frictional force between pile body and the soil body, guarantee the bonding force of pile body and the soil body, effectively can save the use amount of pile body, fill out the traditional approach of core resistance to plucking in changing simultaneously, ensure that the connection of prestressed concrete pile and cushion cap, make it more safe and reliable, improve efficiency of construction, applied widely.Described steel reinforcement framework cage 1 adopts several bending steel bar to be entwined, and meets design requirement; Described concrete column 2 diameter is between three to five centimetres, and described steel plate 3 adopts stainless-steel sheet structure, has good supportive, and not easily corrosion; Described bearing sheet 4 welds with between cushion cap post 5, and described drain hole 7 aperture, between one to two centimetre, both improve switching performance, again can better draining.
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 concrete pile, comprise steel reinforcement framework cage, it is characterized in that: steel reinforcement framework cage is positioned at a concrete column top, be fixedly connected with between steel reinforcement framework cage with concrete column, concrete column is provided with steel plate, steel plate is two, two steel plates are arranged near concrete column two sides respectively, on concrete column, corresponding steel plate place is provided with vertical draw-in groove, steel plate is positioned at draw-in groove, bearing sheet is connected with between two steel plates, bearing sheet is inclined between two steel plates, bearing sheet is two, and two bearing sheets are upper and lower vibrational power flow, between two bearing sheets, cushion cap post is vertically installed, cushion cap post is fixed between two bearing sheets, concrete column is provided with drain hole near bottom place, the rectangular structure of drain hole, above drain hole, backplate is installed, be fixedly connected with between backplate with bearing sheet.
2. concrete pile according to claim 1, is characterized in that: described steel reinforcement framework cage adopts several bending steel bar to be entwined.
3. concrete pile according to claim 1, is characterized in that: described concrete column diameter is between three to five centimetres.
4. concrete pile according to claim 1, is characterized in that: described steel plate adopts stainless-steel sheet structure.
5. concrete pile according to claim 1, is characterized in that: weld between described bearing sheet with cushion cap post.
6. concrete pile according to claim 1, is characterized in that: described drain hole aperture is between one to two centimetre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520019897.2U CN204590010U (en) | 2015-01-13 | 2015-01-13 | Concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520019897.2U CN204590010U (en) | 2015-01-13 | 2015-01-13 | Concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590010U true CN204590010U (en) | 2015-08-26 |
Family
ID=53926179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520019897.2U Expired - Fee Related CN204590010U (en) | 2015-01-13 | 2015-01-13 | Concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204590010U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612145A (en) * | 2015-01-13 | 2015-05-13 | 成都聚智工业设计有限公司 | Concrete pile |
-
2015
- 2015-01-13 CN CN201520019897.2U patent/CN204590010U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104612145A (en) * | 2015-01-13 | 2015-05-13 | 成都聚智工业设计有限公司 | Concrete pile |
| CN104612145B (en) * | 2015-01-13 | 2016-05-25 | 金华市顺通环境建设有限公司 | Concrete-pile |
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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: 20150826 Termination date: 20160113 |