CN205742139U - A kind of slip casting composite foundation structure - Google Patents
A kind of slip casting composite foundation structure Download PDFInfo
- Publication number
- CN205742139U CN205742139U CN201620641265.4U CN201620641265U CN205742139U CN 205742139 U CN205742139 U CN 205742139U CN 201620641265 U CN201620641265 U CN 201620641265U CN 205742139 U CN205742139 U CN 205742139U
- Authority
- CN
- China
- Prior art keywords
- pile
- layer
- foundation
- slip casting
- pile cover
- 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 kind of slip casting composite foundation structure, including foundation pile and mattress layer, described foundation pile top is provided with pile cover, it is provided with dowel between the pile cover of adjacent foundation pile, described mattress layer is arranged on pile cover, it is provided with blinding layer on mattress layer, blinding layer is provided with casting concrete layer, in casting concrete layer, is provided with bar-mat reinforcement.This utility model simple in construction, with low cost, functional, effectively utilize bearing capacity between stake, foundation strength is high, applied widely, is suitable for promoting the use of.
Description
Technical field
This utility model relates to a kind of foundation structure, particularly to a kind of slip casting composite foundation structure.
Background technology
Composite foundation refers to that subsoil part soil body during basement process is strengthened, or replaced, or in sky
So arranging reinforcement material in ground, stabilization zone is by matrix (the subsoil soil body or the modified subsoil soil body) and to increase
Strong body artificial foundation dimerous.Under load action, matrix and the effect of reinforcement shared load.Current answers
Closing ground, the top of stake is positioned at hard stratum, and the bearing capacity between stake can not get effectively utilizing.
Utility model content
The purpose of this utility model is that a kind of simple in construction of offer, with low cost, functional, can effectively utilize stake
Between the slip casting composite foundation structure of bearing capacity.
To achieve these goals, the technical solution adopted in the utility model is such that slip casting of the present utility model again
Closing foundation structure, including foundation pile and mattress layer, described foundation pile top is provided with pile cover, the company of being provided with between the pile cover of adjacent foundation pile
Connecing muscle, described mattress layer is arranged on pile cover, and mattress layer is provided with blinding layer, and blinding layer is provided with casting concrete
Layer, is provided with bar-mat reinforcement in casting concrete layer.
As preferably, being provided with three dowels between the pile cover of adjacent foundation pile, dowel is uniformly arranged on pile cover.
As preferably, described foundation pile and pile cover use prefabricated or on-the-spot pore-forming method for filling to form.
Compared with prior art, the utility model has the advantage of: this utility model simple in construction, with low cost, performance
Well, effectively utilizing bearing capacity between stake, foundation strength is high, applied widely, is suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Seeing Fig. 1, slip casting composite foundation structure of the present utility model, including foundation pile 1 and mattress layer 2, described foundation pile 1 top
Being provided with pile cover 3, be provided with dowel 4 between the pile cover 3 of adjacent foundation pile 1, described mattress layer 2 is arranged on pile cover 3, mattress layer
It is provided with blinding layer 5 on 2, blinding layer 5 is provided with casting concrete layer 6, in casting concrete layer 6, is provided with bar-mat reinforcement
7, it is provided with three dowels 4 between the pile cover 3 of adjacent foundation pile 1, dowel 4 is uniformly arranged on pile cover 3, described foundation pile 1 He
Pile cover 3 uses prefabricated or on-the-spot pore-forming method for filling to form.
Pile cover 3 is set by pushing up at foundation pile 1, dowel 4 is set between pile cover 3, and effectively utilizes foundation pile 1 and foundation pile 1
Between bearing capacity, effectively strengthen foundation strength, this utility model simple in construction, with low cost, functional, effectively utilize stake
Between bearing capacity, foundation strength is high, applied widely, is suitable for promoting the use of.
Claims (3)
1. a slip casting composite foundation structure, including foundation pile and mattress layer, it is characterised in that: described foundation pile top is provided with stake
Cap, is provided with dowel between the pile cover of adjacent foundation pile, described mattress layer is arranged on pile cover, and mattress layer is provided with base mat
Layer, blinding layer is provided with casting concrete layer, is provided with bar-mat reinforcement in casting concrete layer.
Slip casting composite foundation structure the most according to claim 1, it is characterised in that: it is provided with between the pile cover of adjacent foundation pile
Three dowels, dowel is uniformly arranged on pile cover.
Slip casting composite foundation structure the most according to claim 1, it is characterised in that: described foundation pile and pile cover use prefabricated or
On-the-spot pore-forming method for filling forms.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620641265.4U CN205742139U (en) | 2016-06-27 | 2016-06-27 | A kind of slip casting composite foundation structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620641265.4U CN205742139U (en) | 2016-06-27 | 2016-06-27 | A kind of slip casting composite foundation structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742139U true CN205742139U (en) | 2016-11-30 |
Family
ID=57384847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620641265.4U Expired - Fee Related CN205742139U (en) | 2016-06-27 | 2016-06-27 | A kind of slip casting composite foundation structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742139U (en) |
-
2016
- 2016-06-27 CN CN201620641265.4U patent/CN205742139U/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 | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zheng Bin Inventor before: Zhu Jiang |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20171128 Address after: China Taijiang West Road District of Fuzhou City, Fujian Province, China 350007 148 16 storey building Patentee after: Fujian Hongsheng Construction Group Co. Ltd. Address before: 610000, No. 1, No. 62, building 3, three, 19 east section of two ring road, Chengdu, Sichuan, Chenghua District Patentee before: Zhu Jiang |
|
| 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: 20161130 Termination date: 20210627 |