CN201162228Y - Shore-protection structure - Google Patents
Shore-protection structure Download PDFInfo
- Publication number
- CN201162228Y CN201162228Y CNU2008200550529U CN200820055052U CN201162228Y CN 201162228 Y CN201162228 Y CN 201162228Y CN U2008200550529 U CNU2008200550529 U CN U2008200550529U CN 200820055052 U CN200820055052 U CN 200820055052U CN 201162228 Y CN201162228 Y CN 201162228Y
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- CN
- China
- Prior art keywords
- bored pile
- slab
- protection
- protection structure
- bank protection
- 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 relates to a bank protection structure, which comprises a bored pile, a anti-seepage body, a protection slab and a top breast wall; the anti-seepage body is arranged on the earth-retaining side on the inner side of the bored pile, the protection slab is arranged on the outer side of the bored pile, and the bored pile, the bored pile and the protection slab are connected into a whole. The bank protection structure has the advantages that the fender structure left after the construction is finished is utilized, the resource is saved, the outer shape is clean, the occupied space is small, and the bank protection structure fending the foundation ditch during the construction period can also be considered.
Description
Technical field
The utility model relates to the correlative technology field of hydraulic structure construction, specifically a kind of bank protection structure.
Background technology
When straitly distinguishing hydraulic structure such as construction sluice, pumping plant, ship lock in the place, need carry out bracing of foundation pit, bored pile adds a kind of as space enclosing structure of antiseepage body, and construction generally will not utilize after finishing, comparatively waste.Therefore, the permanent shore protection that makes it to become the hydraulic structure both sides by transformation is very significant.On the other hand, bored pile adds the antiseepage body as common bank protection structure, and being applied in the limit, riverbank, the zone of intensive building is arranged also is very suitable, can reduce the engineering quantity of removing.Because the bored pile profile is very not attractive in appearance, also there is the problem of wave scour before the wall, therefore, the surface need add protection slab and make it and combine well with castinplace pile.
The utility model content
The purpose of this utility model has provided the bank protection structure that a kind of outward appearance is clean and tidy, take up an area of less, can take into account the construction period bracing of foundation pit, has solved generally will not utilize after traditional space enclosing structure construction finishes, comparatively Lang Fei problem.
For achieving the above object, the utility model has adopted following technical scheme:
The utility model discloses a kind of bank protection structure, comprise bored pile, antiseepage body, protection slab and top breastwork; Described antiseepage body is arranged at the native side of the inboard retaining of bored pile, and protection slab is arranged at the outside of bored pile, and top breastwork and bored pile and protection slab connect into integral body.
Wherein, described bored pile is a concrete structure.
Described antiseepage body is compact arranged cement mixing pile body of wall, or the compact arranged piling wall body of jet grounting formation.
Described protection slab is a cast-in-place concrete structure, or precast concrete.
Described top breastwork is the concrete structure with bored pile and protection slab monobloc cast.
Advantage of the present utility model is: utilized the space enclosing structure after the space enclosing structure construction finishes, saved resource, and outward appearance is clean and tidy, occupation of land is few, can take into account the bank protection structure of construction period bracing of foundation pit.
Description of drawings
Fig. 1 is a plan structure schematic diagram of the present utility model.
Fig. 2 is a cross-sectional view of the present utility model.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
A kind of bank protection structure as shown in Figure 1, 2, comprises bored pile 1, antiseepage body 2, protection slab 3 and top breastwork 4; Described antiseepage body 2 is arranged at the native side of bored pile 1 inboard retaining, and protection slab 3 is arranged at the outside of bored pile 1, and top breastwork and bored pile 1 and protection slab 3 connect into integral body.
Described bored pile 1 is a concrete structure, and its spacing can be dredged as required can be close, and bored pile 1 bends at the pre-buried horizontal steel bar of the side that meets water and along topping.Antiseepage body 2 is solid matter cement mixing pile bodies of wall, or the close pile body of wall of jet grounting formation.Protection slab 3 adopts concrete structure, and the bottom is goed deep into below the mud face, the top of top and bored pile 1 and breastwork 4 monobloc casts.A kind of scheme of protection slab 3 is cast-in-place, at this moment need the embedded bar in the bored pile 1 is dug out, with steel bar overall welding or the colligation in the protection slab 3, bored pile 1 surface cutter hair is handled, and makes that the protection slab structure 3 after building is connected as a single entity with bored pile 1.The another kind of scheme of protection slab 3 is prefabricated, protection slab 3 precast blocks at this moment, and width on one side the two sides of plate are grooves, is a tenon so that construction is advisable on one side, adopts to set facility and construct cement injection mortar between bored pile 1 and the protection slab 3.Top breastwork 4 adopts cast-in-place concrete structure, with bored pile 1 and protection slab 3 monobloc casts.
Claims (7)
1, a kind of bank protection structure is characterized in that: comprise bored pile (1), antiseepage body (2), protection slab (3) and top breastwork (4); Described antiseepage body (2) is arranged at the native side of the inboard retaining of bored pile (1), and protection slab (3) is arranged at the outside of bored pile (1), and top breastwork and bored pile (1) and protection slab (3) connect into integral body.
2, by the described a kind of bank protection structure of claim 1, it is characterized in that: described bored pile (1) is a concrete structure.
3, by the described a kind of bank protection structure of claim 1, it is characterized in that: described antiseepage body (2) is compact arranged cement mixing pile body of wall.
4, by the described a kind of bank protection structure of claim 1, it is characterized in that: the compact arranged piling wall body that described antiseepage body (2) forms for jet grounting.
5, by the described a kind of bank protection structure of claim 1, it is characterized in that: described protection slab (3) is cast-in-place concrete structure.
6, by the described a kind of bank protection structure of claim 1, it is characterized in that: described protection slab (3) is a precast concrete.
7, by the described a kind of bank protection structure of claim 1, it is characterized in that: described top breastwork (4) is the concrete structure with bored pile (1) and protection slab (3) monobloc cast.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200550529U CN201162228Y (en) | 2008-01-24 | 2008-01-24 | Shore-protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200550529U CN201162228Y (en) | 2008-01-24 | 2008-01-24 | Shore-protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201162228Y true CN201162228Y (en) | 2008-12-10 |
Family
ID=40183166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200550529U Expired - Fee Related CN201162228Y (en) | 2008-01-24 | 2008-01-24 | Shore-protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201162228Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101806070A (en) * | 2010-04-23 | 2010-08-18 | 中船第九设计研究院工程有限公司 | Free-standing low pile cap dock wall structure with double rows of piles as foundation |
| CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
| CN106320267A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Pile type composite retaining wall |
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
-
2008
- 2008-01-24 CN CNU2008200550529U patent/CN201162228Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101806070A (en) * | 2010-04-23 | 2010-08-18 | 中船第九设计研究院工程有限公司 | Free-standing low pile cap dock wall structure with double rows of piles as foundation |
| CN101806070B (en) * | 2010-04-23 | 2011-12-14 | 中船第九设计研究院工程有限公司 | Free-standing low pile cap dock wall structure with double rows of piles as foundation |
| CN105780722A (en) * | 2014-11-26 | 2016-07-20 | 上海勘测设计研究院有限公司 | Novel vertical type bank revetment structure |
| CN106320267A (en) * | 2016-10-12 | 2017-01-11 | 上海勘测设计研究院有限公司 | Pile type composite retaining wall |
| CN106320267B (en) * | 2016-10-12 | 2019-04-26 | 上海勘测设计研究院有限公司 | The stake compound barricade of formula |
| CN110939101A (en) * | 2019-12-26 | 2020-03-31 | 长江勘测规划设计研究有限责任公司 | Vertical dike structure and construction method thereof |
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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: 20081210 Termination date: 20170124 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |