CN207862857U - A kind of bank protection structure of harbour - Google Patents
A kind of bank protection structure of harbour Download PDFInfo
- Publication number
- CN207862857U CN207862857U CN201721659101.5U CN201721659101U CN207862857U CN 207862857 U CN207862857 U CN 207862857U CN 201721659101 U CN201721659101 U CN 201721659101U CN 207862857 U CN207862857 U CN 207862857U
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- protection structure
- bank protection
- retaining wall
- harbour
- stone masonry
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Abstract
The utility model discloses a kind of bank protection structure of harbour, including substrate and barricade, the substrate includes deal pile layer and grouts rock layers, and the barricade includes that stone masonry retaining wall and armored concrete bear down on one；The deal pile layer is set to bottommost, and is inserted into inside soil layer, described to grout rock layers connection deal pile layer, and is set to deal pile layer top, and the stone masonry retaining wall is arranged on grouting rock layers, and the armored concrete, which bears down on one, to be fixed on stone masonry retaining wall.The utility model provides a kind of bank protection structure suitable for harbour, and the structure of the bank protection structure is simple, at low cost, is suitable for the coastal environment of harbour.
Description
Technical field
The utility model is related to bank-protection works field, especially a kind of bank protection structure of harbour.
Background technology
Shore protection is the engineering measure that artificial reinforced is used on original seashore bank slope, for defending wave, flow to invade
It attacks and stablizes with scour and groundwater effect, maintenance water front, especially in the seashore of wharf, to keep harbour steadily operating etc.
Requirement of engineering transform original natural bank slope as rigid project post-evaluation that concrete, stone-laying etc. are representative, generally in bank-protection works
The middle construction material that the anti-impacts such as concrete, cemented rock, corrosion resistance and durability can be selected good, simultaneously for the artificial of water delivery
Canal can also lower roughness, improve emptying effectiveness, reduce seepage loss.
Equally, it should also be appreciated that the above problem, is generally thrown using bulk in the prior art when the base material of shore protection is selected
Masonry is base material, but if shore protection to be treated is longer, the area of base of shore protection is larger, so area to be treated
Also relatively large, it is higher to the processing cost of jackstone, be not suitable for control and reduce cost.
Utility model content
The utility model aim is to provide a kind of bank protection structure of harbour, provides a kind of shore protection knot suitable for harbour
The structure of structure, the bank protection structure is simple, at low cost, is suitable for the coastal environment of harbour.
In order to achieve the above object, the technical solution of the utility model has：
A kind of bank protection structure of harbour, including substrate and barricade, the substrate includes deal pile layer and grouts rock layers, described
Barricade includes that stone masonry retaining wall and armored concrete bear down on one；The deal pile layer is set to bottommost, and is inserted into inside soil layer,
It is described to grout rock layers connection deal pile layer, and it is set to deal pile layer top, the stone masonry retaining wall is arranged on grouting rock layers,
The armored concrete, which bears down on one, to be fixed on stone masonry retaining wall.
Further, stone masonry retaining wall side backfills the earthwork, the backfilling of earthwork towards the harbour, the other side
Extremely bear down on one with the armored concrete or stone masonry retaining wall is concordant.
Further, the stone masonry retaining wall is arranged towards the side of harbour in vertical type.
Further, the stone masonry retaining wall is arranged backwards to the side of harbour in ramp type.
Further, described to grout the trapezoidal setting of rock layers.
Further, further include connection support plate, the connection support plate connection Wharf Platform and shore protection.
Further, the connection support plate side is fixed on armored concrete bears down on one, and the other side connects Wharf Platform.
Further, the Wharf Platform is supported by pile foundation.
Further, the pile foundation is prestressed concrete pipe pile.
Further, the longitudinal pitch of each deal pile is 500 millimeters.
A kind of bank protection structure of harbour of the utility model, just uses deal pile as the component part of substrate, due to pine
Contain a large amount of rosin in pine in stake, the erosion of underground water and bacterium can be prevented well, and pine resource is very
Abundant, relative to the substrate that bulk jackstone is done, pine is more convenient in processing, while the practicality for being also well positioned to meet engineering is wanted
It asks, is also applied for the wet environment of seashore, and the longitudinal pitch of each deal pile is set as 500 millimeters, then on deal pile layer
What portion was connected with trapezium structure grouts rock layers, this grouts rock layers and the firm underlying structure of deal pile layer composition, is top
Barricade provides stable basis；The stone masonry retaining wall is arranged on the upper side plane for the trapezium structure for grouting rock layers, for slurry
Masonry retaining wall provides a smooth construction plane, and worker is facilitated to construct, while steel is arranged on stone masonry retaining wall top
Reinforced concrete bears down on one, and the armored concrete bears down on one provides installation site for connection support plate, flat by connecting support plate connection harbour
The side backfill earthwork of stone masonry retaining wall is beared down on one concordantly as stone masonry retaining wall or armored concrete, is conveniently climbed up by platform
The harbour；Using prestressed concrete pipe pile as pile foundation, branch stays above the water surface Wharf Platform.
Description of the drawings
Fig. 1 is the cross-sectional view of the harbour and shore protection.
Specific implementation mode
A kind of bank protection structure of harbour of the utility model is described with reference to the drawings.
A kind of bank protection structure of harbour as shown in Figure 1, including substrate 1 and barricade 2, the substrate 1 include deal pile layer
11 and grout stone walling 12, the barricade 2 includes stone masonry retaining wall 21 and armored concrete bears down on one 22；The deal pile layer 11 is set
It is placed in bottommost, and is inserted into inside soil layer, the stone walling 12 that grouts connects deal pile layer 11, and is set to 11 top of deal pile layer,
The stone masonry retaining wall 21 is arranged on grouting stone walling 12, and the armored concrete, which bears down on one, 22 is fixed on stone masonry retaining wall 21
On.
Further, towards the harbour, the other side backfills the earthwork for 21 side of stone masonry retaining wall, and the earthwork is returned
Be filled to the armored concrete bear down on one 22 or stone masonry retaining wall 21 it is concordant.
Further, the stone masonry retaining wall 21 is arranged towards the side of harbour in vertical type.
Further, the stone masonry retaining wall 21 is arranged backwards to the side of harbour in ramp type.
Further, described to grout 12 trapezoidal setting of stone walling.
Further, further include connection support plate 3, the connection Wharf Platform 4 of connection support plate 3 and shore protection.
Further, 3 side of connection support plate is fixed on armored concrete and bears down on one on 22, and it is flat that the other side connects harbour
Platform 4.
Further, the Wharf Platform 4 is supported by pile foundation.
Further, the pile foundation is prestressed concrete pipe pile 41.The pile pile 41 is inserted into water-bed severely-weathered figure layer 2
The position of rice.
Further, the longitudinal pitch of each deal pile is 500 millimeters.
The side that the Wharf Platform 4 is used to stop for ship is equipped with rubber fender 42, for protecting hull and harbour flat
Platform 4.
A kind of bank protection structure of harbour of the utility model, just uses deal pile as the component part of substrate 1, due to pine
Contain a large amount of rosin in pine in stake, the erosion of underground water and bacterium can be prevented well, and pine resource is very
Abundant, relative to the substrate 1 that bulk jackstone is done, pine is more convenient in processing, while being also well positioned to meet the practicality of engineering
It is required that it is also applied for the wet environment of seashore, and the longitudinal pitch of each deal pile is set as 500 millimeters, then in deal pile layer
What 11 tops were connected with trapezium structure grouts stone walling 12, this grouts stone walling 12 and the firm substrate 1 of the composition of deal pile layer 11
Structure provides stable basis for top barricade 2；The stone masonry retaining wall 21, which is arranged, is grouting the trapezium structure of stone walling 12
On upper side plane, a smooth construction plane is provided for stone masonry retaining wall 21, facilitates worker to construct, while in stone masonry
21 top of retaining wall setting armored concrete bears down on one 22, and the armored concrete bears down on one 22 provides installation site for connection support plate 3,
Connect Wharf Platform 4 by connecting support plate 3, by the backfill earthwork of the side of stone masonry retaining wall 21 as stone masonry retaining wall 21 or
Armored concrete bears down on one 22 concordantly, conveniently climbs up the harbour；The Wharf Platform 4 uses 41 conduct of prestressed concrete pipe pile
Pile foundation, branch stay above the water surface.
According to the disclosure and teachings of the above specification, the utility model those skilled in the art can also be to above-mentioned reality
The mode of applying is changed and is changed.Therefore, the utility model is not limited to specific implementation mode disclosed and described above, right
Some modifications and changes of the utility model should also be as falling into the protection scope of the claims of the present utility model.In addition, to the greatest extent
Some specific terms are used in pipe this specification, these terms are merely for convenience of description, not to the utility model
Constitute any restrictions.
Claims (10)
1. a kind of bank protection structure of harbour, which is characterized in that including substrate and barricade, the substrate includes deal pile layer and grouts
Rock layers, the barricade include that stone masonry retaining wall and armored concrete bear down on one；The deal pile layer is set to bottommost, and is inserted into
It is described to grout rock layers connection deal pile layer inside soil layer, and it is set to deal pile layer top, the stone masonry retaining wall setting is being starched
On stone-laying layer, the armored concrete, which bears down on one, to be fixed on stone masonry retaining wall.
2. bank protection structure according to claim 1, which is characterized in that stone masonry retaining wall side is towards the code
Head, the other side backfill the earthwork, and the backfilling of earthwork extremely bears down on one with the armored concrete or stone masonry retaining wall is concordant.
3. bank protection structure according to claim 1, which is characterized in that the side of stone masonry retaining wall towards the harbour is in
Vertical type is arranged.
4. bank protection structure according to claim 1, which is characterized in that the stone masonry retaining wall is in backwards to the side of harbour
Ramp type is arranged.
5. bank protection structure according to claim 1, which is characterized in that described to grout the trapezoidal setting of rock layers.
6. bank protection structure according to claim 1, which is characterized in that further include connection support plate, the connection support plate connection
Wharf Platform and shore protection.
7. bank protection structure according to claim 6, which is characterized in that armored concrete is fixed in the connection support plate side
On bearing down on one, the other side connects Wharf Platform.
8. bank protection structure according to claim 6, which is characterized in that the Wharf Platform is supported by pile foundation.
9. bank protection structure according to claim 8, which is characterized in that the pile foundation is prestressed concrete pipe pile.
10. according to claim 1 to 9 any one of them bank protection structure, which is characterized in that between the longitudinal direction of each deal pile
Away from being 500 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721659101.5U CN207862857U (en) | 2017-12-01 | 2017-12-01 | A kind of bank protection structure of harbour |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721659101.5U CN207862857U (en) | 2017-12-01 | 2017-12-01 | A kind of bank protection structure of harbour |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207862857U true CN207862857U (en) | 2018-09-14 |
Family
ID=63468289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721659101.5U Active CN207862857U (en) | 2017-12-01 | 2017-12-01 | A kind of bank protection structure of harbour |
Country Status (1)
| Country | Link |
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| CN (1) | CN207862857U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042796A (en) * | 2019-05-07 | 2019-07-23 | 中交第四航务工程勘察设计院有限公司 | A kind of New-Type Wharf construction method suitable for batholith |
| CN111794212A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
| CN112049077A (en) * | 2020-09-02 | 2020-12-08 | 安徽东方风景建设有限公司 | Embankment supporting structure and construction method |
-
2017
- 2017-12-01 CN CN201721659101.5U patent/CN207862857U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042796A (en) * | 2019-05-07 | 2019-07-23 | 中交第四航务工程勘察设计院有限公司 | A kind of New-Type Wharf construction method suitable for batholith |
| CN111794212A (en) * | 2020-07-10 | 2020-10-20 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
| CN111794212B (en) * | 2020-07-10 | 2022-04-01 | 江阴市白屈港水利枢纽工程管理处 | Risk-removing reinforced section structure combining cast-in-place pile and concrete cladding |
| CN112049077A (en) * | 2020-09-02 | 2020-12-08 | 安徽东方风景建设有限公司 | Embankment supporting structure and construction method |
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