CN204174578U - Foundation pile dykes and dams - Google Patents
Foundation pile dykes and dams Download PDFInfo
- Publication number
- CN204174578U CN204174578U CN201420616015.6U CN201420616015U CN204174578U CN 204174578 U CN204174578 U CN 204174578U CN 201420616015 U CN201420616015 U CN 201420616015U CN 204174578 U CN204174578 U CN 204174578U
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- CN
- China
- Prior art keywords
- foundation pile
- dykes
- dams
- sides
- dongle configuration
- 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
A kind of foundation pile dykes and dams.Ground layer is positioned at by its dongle configuration by foundation pile; structure can be assigned in the earth formation by dongle configuration that reinforcing bar axle extends to form accurately fast; by rubber running-on operator guards when operation; play cushioning effect, foundation pile vertically connects the barrier wall of both sides, keeps both sides stress equalization; reach Stability Analysis of Structures; build simple and easy, be applicable to various landform, prospect of the application is more wide.
Description
Technical field
The utility model relates to a kind of by the dam configuration of pile as fixed support.
Background technology
At present, known brick mix structure refers to that the wall, post etc. of vertical load-carrying members in building adopt brick or concrete block masonry, and the beam, floor, roof panel etc. of horizontal load-bearing adopt reinforced concrete structure.That is brick mix structure is with fraction steel concrete and most of brick wall bearing construction.Brick mix structure is the one of combination construction, is to adopt brick wall to carry out load-bearing, the Mixed Architecture that the components such as reinforced concrete beam column plate are formed.Be applicable to standard width of a room in an old-style house depth less, room area is little, the building of multilayer or low layer, can not change for bearing wall, frame construction then can be changed the large portion of body of wall, but traditional brick mix structure focuses on the conversion of structure, and in stability and bearing, there is the very large rising space, simultaneously, along with energy-conserving and environment-protective theory was attached great importance in recent years, the market demand on the process procedure promoting environmental protection concept is increasing, by taking measures to building external envelope structure, reduce Indoor environment heat to distribute to outdoor, thus keep architecture indoor temperature.This just obtains a kind of new building insulation material, building heat preservation plays and creates suitable indoor thermal environment and energy conservation plays an important role, utility model provides a kind of foundation pile dykes and dams, build simple and easy, be applicable to various landform, this innovative design is a kind of competitive advantage greatly in commercial operation is promoted, valuable is that this know-why is simple, and it establishes scheme reasonable and practical, and thinking is broken down the conventions, thus bring new technological revolution.
Summary of the invention
In order to overcome the defect that construction wall module traditional at present exists, utility model provides a kind of foundation pile dykes and dams, ground layer is positioned at by its dongle configuration by foundation pile, structure can be assigned in the earth formation by dongle configuration that reinforcing bar axle extends to form accurately fast, by rubber running-on operator guards when operation, play cushioning effect, foundation pile vertically connects the barrier wall of both sides, keep both sides stress equalization, reach Stability Analysis of Structures, build simple and easy, be applicable to various landform, the product innovated by technique can better be used and be promoted in business and engineering construction field.
The utility model solves the technical scheme that its technical problem adopts: dykes and dams are made up of concrete barrier wall and foundation pile, it is characterized in that, barrier wall horizontal expansion, for rectangle stops module, foundation pile both sides are connected to by left and right both wings, foundation pile is vertical structure cylinder, be vertically connected between screen wall, inner both sides have reinforcing bar axle, reinforcing bar axle is double-layer track structure, extend foundation pile downwards, form dongle configuration, protected by rubber running-on in dongle configuration and foundation pile intersection, be combined into the fixed structure squeezing into stratum vertically downward, achieve the concrete effect of this foundation pile dykes and dams.Its structural principle is; ground layer is positioned at by its dongle configuration by foundation pile; structure can be assigned in the earth formation by dongle configuration that reinforcing bar axle extends to form accurately fast; by rubber running-on operator guards when operation, play cushioning effect, foundation pile vertically connects the barrier wall of both sides; keep both sides stress equalization; reach constitutional balance, build simple and easy, be applicable to various landform.This foundation pile dykes and dams are applicable to building structure and build the application of technical control, expand the scope of application, and technique also can be used to innovate thus bring more income in more areas.
The beneficial effects of the utility model are; in the utilization process of reality; this utility model provides a kind of foundation pile dykes and dams; ground layer is positioned at by its dongle configuration by foundation pile; structure can be assigned in the earth formation by dongle configuration that reinforcing bar axle extends to form accurately fast; by rubber running-on operator guards when operation; play cushioning effect; foundation pile vertically connects the barrier wall of both sides; keep both sides stress equalization, reach Stability Analysis of Structures, build simple and easy; be applicable to various landform, improve the physical function of this foundation pile dykes and dams.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further illustrated.
Fig. 1 is design principle figure of the present utility model.
1. foundation pile dykes and dams, 2. barrier wall, 3. foundation piles, 4. reinforcing bar axle, 5. dongle configuration, 6. rubber running-on in figure.
Detailed description of the invention
In FIG, foundation pile dykes and dams 1 are made up of concrete barrier wall 2 and foundation pile 3, it is characterized in that, barrier wall 2 horizontal expansion, for rectangle stops module, foundation pile 3 both sides are connected to by left and right both wings, foundation pile 3 is vertical structure cylinder, be vertically connected between screen wall 2, its inner both sides have reinforcing bar axle 4, reinforcing bar axle 4 is double-layer track structure, extend foundation pile 3 downwards, form dongle configuration 5, protected by rubber running-on 6 with foundation pile 3 intersection in dongle configuration 5, be combined into the fixed structure squeezing into stratum vertically downward, ground layer is positioned at by its dongle configuration 5 by foundation pile 3, structure can be assigned in the earth formation by dongle configuration 5 that reinforcing bar axle 4 extends to form accurately fast, by rubber running-on operator guards when 6 operation, play cushioning effect, foundation pile 3 vertically connects the barrier wall 2 of both sides, keep both sides stress equalization, reach constitutional balance, build simple and easy, be applicable to various landform, realize the valid function of foundation pile dykes and dams 1.
Claims (2)
1. foundation pile dykes and dams, dykes and dams are made up of concrete barrier wall and foundation pile, it is characterized in that, barrier wall horizontal expansion, for rectangle stops module, be connected to foundation pile both sides by left and right both wings, foundation pile is vertical structure cylinder, is vertically connected between screen wall, inner both sides have reinforcing bar axle, reinforcing bar axle is double-layer track structure, extends foundation pile downwards, forms dongle configuration.
2. foundation pile dykes and dams according to claim 1, is characterized in that: protected by rubber running-on in dongle configuration and foundation pile intersection, be combined into the fixed structure squeezing into stratum vertically downward.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420616015.6U CN204174578U (en) | 2014-10-23 | 2014-10-23 | Foundation pile dykes and dams |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420616015.6U CN204174578U (en) | 2014-10-23 | 2014-10-23 | Foundation pile dykes and dams |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204174578U true CN204174578U (en) | 2015-02-25 |
Family
ID=52563397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420616015.6U Expired - Fee Related CN204174578U (en) | 2014-10-23 | 2014-10-23 | Foundation pile dykes and dams |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204174578U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898525A (en) * | 2019-03-22 | 2019-06-18 | 昆明理工大学 | A kind of high stability tailing dam and its method of construction |
-
2014
- 2014-10-23 CN CN201420616015.6U patent/CN204174578U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898525A (en) * | 2019-03-22 | 2019-06-18 | 昆明理工大学 | A kind of high stability tailing dam and its method of construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: XIE SHUSHENG Free format text: FORMER OWNER: WANG YUANDONG Effective date: 20150828 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150828 Address after: Guan Zhen San Cha He Cun Bai Ma 618500 Sichuan Luojiang 4 Group No. 75 Patentee after: Xie Shusheng Address before: 100000 Beijing city Chaoyang District four golden Beijing C3-404 Patentee before: Wang Yuandong |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150914 Address after: 618500 Deyang City, Sichuan province Jingyang District Huang Xu Zhen Binhe Street No. 4 Patentee after: Deyang Xinlong construction limited liability company Address before: Guan Zhen San Cha He Cun Bai Ma 618500 Sichuan Luojiang 4 Group No. 75 Patentee before: Xie Shusheng |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150225 Termination date: 20151023 |
|
| EXPY | Termination of patent right or utility model |