CN208701604U - Dredge formula pervious ecological shore protection - Google Patents
Dredge formula pervious ecological shore protection Download PDFInfo
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- CN208701604U CN208701604U CN201821167260.8U CN201821167260U CN208701604U CN 208701604 U CN208701604 U CN 208701604U CN 201821167260 U CN201821167260 U CN 201821167260U CN 208701604 U CN208701604 U CN 208701604U
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- retaining wall
- shore protection
- breastwork
- structural body
- ecological shore
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Abstract
Dredge formula pervious ecological shore protection, including retaining wall (1), pile foundation (2), thin formula structural body (3), breastwork (101) and bottom plate (102)；Pile foundation (2) are arranged at retaining wall (1) bottom, erectting at the top of retaining wall (1) has thin formula structural body (3), and retaining wall (1) is made of the bottom plate (102) of the breastwork (101) erect and bottom horizontal.Shore protection dredges formula structural body using setting at the top of retaining wall, fixed retaining wall can be placed under water, water body can pass through circulation before and after retaining wall, meet water plant planting and landscape needs, both can disappear wave, protection against erosion, anti-ship wave, the anti-soil body landslide function, the functions such as earth-retaining, permeable, landscape can also be met, convenient for the setting of barricade rear dyke and the plantation of water plant, effectively construct and dredge formula pervious ecological shore protection environment.
Description
Technical field
The utility model relates to navigation channel soil-baffling structure and its improved technologies, especially dredge formula pervious ecological shore protection.
Background technique
Navigation channel, that is, water transport water channel or river are whole, including dyke and entire alluvial flat, in addition including frequent flood bit line with
Under basic riverbed either in high tide level coastal waters below.Bank protection structure in previous navigation channel often has a single function,
The requirement such as flood control, shipping need to be met according to functional requirement, to prevent ship collision that need to be higher by the water surface, landscape is poor, and due to
Phenomena such as ship type wave, current scour, leading to rear arrangement, green to plant difficulty larger.And the above prior art not yet standardizes
Structure design, can not carry out scale industrial production, also affect installation efficiency.
Utility model content
The purpose of the utility model is to provide thin formula pervious ecological shore protections.
The purpose of this utility model will be realized by following technical measures: including retaining wall, pile foundation, dredge formula structural body,
Breastwork and bottom plate；Pile foundation arranged at retaining wall bottom, and erectting at the top of retaining wall has thin formula structural body, retaining wall by the breastwork erect and
The bottom plate of bottom horizontal is constituted.
Especially, it dredges formula structural body and uses pillar construction, there are gaps between adjacent columns.Pillar construction section is circle
Shape, polygon.
Especially, pile foundation is two placing of reinforcement concrete square pileworks.
Especially, bottom plate forward extends out the height that width is greater than breastwork.
Especially, the height that formula structural body height is lower than breastwork is dredged.
Especially, pile foundation height is 3-5 times of breastwork height.
Especially, retaining wall is L-type concrete guard wall structure.
The advantages of the utility model and effect: shore protection dredges formula structural body, fixed retaining wall using setting at the top of retaining wall
It can be placed under water, water body can pass through circulation before and after retaining wall, meet water plant planting and landscape needs, and can both disappear wave, erosion control
The function that brush, anti-ship wave, the anti-soil body come down, can also meet the functions such as earth-retaining, permeable, landscape, convenient for barricade rear dyke
It is arranged and the plantation of water plant, effectively construction dredges formula pervious ecological shore protection environment.
Detailed description of the invention
Fig. 1 is 1 diagrammatic cross-section of the utility model embodiment.
Fig. 2 is L-type barrier wall structure schematic diagram in the utility model embodiment 1
Fig. 3 is the right view schematic view of facade structure in the middle and upper part Fig. 1
Appended drawing reference includes:
Retaining wall 1, dredges formula structural body 3, breastwork 101, bottom plate 102 at pile foundation 2.
Specific embodiment
The utility model principle is, although the waterwall 1 being fixed in waterway revetment can effectively fix protection bank base,
But in a variety of needs such as ecological and permeable, it is still necessary to be to rely on waterwall 1, setting supplementary structure is conducive to hydrophobic.
The utility model includes: retaining wall 1, pile foundation 2, dredges formula structural body 3, breastwork 101 and bottom plate 102.
The utility model is described in further detail with reference to the accompanying drawings and examples.
Embodiment 1: as shown in attached drawing 1,2 and 3, pile foundation 2 is arranged at 1 bottom of retaining wall, and erectting at the top of retaining wall 1 has thin formula structure
Body 3, retaining wall 1 are made of the bottom plate 102 of the breastwork 101 and bottom horizontal erect.
In aforementioned, dredge formula structural body 3 and use pillar construction, there are gaps between adjacent columns.Pillar construction section can be
The various shapes such as circle, polygon have certain compression strength, flexural strength and ageing-resistant performance, and have permeable and disappear
Unrestrained function.
In aforementioned, pile foundation 2 is two placing of reinforcement concrete square pileworks, with antiskid, resists and inclines and prevent from settling.
In aforementioned, bottom plate 102 forward extends out the height that width is greater than breastwork 101.
In aforementioned, the height that 3 height of formula structural body is lower than breastwork 101 is dredged.
In aforementioned, 2 height of pile foundation is 3-5 times of 101 height of breastwork.
In the utility model embodiment, retaining wall 1 is L-type concrete guard wall structure, self-strength height, protection against erosion ability
By force, 101 top width of breastwork is not less than 300mm.
In the utility model embodiment, shore protection, which uses to be arranged at the top of retaining wall 1, dredges formula structural body 3, fixed retaining wall 1
It can be placed in underwater, can both disappear unrestrained erosion control, can also play the role of permeable, water-based circulation can be kept, convenient for barricade rear dyke
It is arranged and the plantation of water plant, effectively construction dredges formula pervious ecological shore protection environment.
In the utility model embodiment, the pattern combined using retaining wall 1, pile foundation 2, thin formula structural body 3 meets gear
The functions such as native, permeable, landscape.1 front and back water body of retaining wall can pass through circulation, meet water plant planting and landscape needs, earth-retaining
Two campshed bases 2 are set below wall 1.
Claims (8)
1. thin formula pervious ecological shore protection, including retaining wall (1), pile foundation (2), thin formula structural body (3), breastwork (101) and bottom plate
(102)；It is characterized in that, retaining wall (1) bottom has pile foundation (2), erectting at the top of retaining wall (1) has thin formula structural body (3), earth-retaining
Wall (1) is made of the bottom plate (102) of the breastwork (101) erect and bottom horizontal.
2. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that it dredges formula structural body (3) and uses pillar construction,
There are gaps between adjacent columns.
3. thin formula pervious ecological shore protection as claimed in claim 2, which is characterized in that the pillar construction section is round, more
Side shape.
4. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that pile foundation (2) is two placing of reinforcement concrete squares
Pilework.
5. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that bottom plate (102) forward extends out width and is greater than
The height of breastwork (101).
6. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that dredge formula structural body (3) and be highly lower than breastwork
(101) height.
7. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that pile foundation (2) is highly breastwork (101) height
3-5 times.
8. thin formula pervious ecological shore protection as described in claim 1, which is characterized in that retaining wall (1) is L-type concrete guard wall knot
Structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821167260.8U CN208701604U (en) | 2018-07-23 | 2018-07-23 | Dredge formula pervious ecological shore protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821167260.8U CN208701604U (en) | 2018-07-23 | 2018-07-23 | Dredge formula pervious ecological shore protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208701604U true CN208701604U (en) | 2019-04-05 |
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ID=65938948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821167260.8U Active CN208701604U (en) | 2018-07-23 | 2018-07-23 | Dredge formula pervious ecological shore protection |
Country Status (1)
| Country | Link |
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| CN (1) | CN208701604U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
-
2018
- 2018-07-23 CN CN201821167260.8U patent/CN208701604U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
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