CN206090466U - Gentle slope formula city streamside ecological embankment structure - Google Patents
Gentle slope formula city streamside ecological embankment structure Download PDFInfo
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- CN206090466U CN206090466U CN201621106455.2U CN201621106455U CN206090466U CN 206090466 U CN206090466 U CN 206090466U CN 201621106455 U CN201621106455 U CN 201621106455U CN 206090466 U CN206090466 U CN 206090466U
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- slope
- gentle slope
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- barricade
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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Abstract
The utility model provides a gentle slope formula city streamside ecological embankment structure, include by the river course set gradually to the river bank and the order is connected one -level gentle slope, stereoplasm barricade, second grade gentle slope and tertiary platform that wherein the gentle slope support has been set up to one -level gentle slope bottom, and the surface has placed view stone, the stereoplasm barricade be reinforced concrete wall and with above -mentioned gentle slope leg joint, the domatic angle in second grade gentle slope is lighter than the one -level gentle slope, and the surface plants and have short grass and trees, tertiary platform is the horizontal plane, the planting has the view trees. The utility model discloses can effectively resist and subduct erodeing of wave rivers, avoid the wave rivers to the erosion of the inboard sloping bank of barricade, have fine protecting effect to be provided with tertiary platform, the two -stage be the gentle slope platform before wherein, and tertiary platform is provided with the view thing of difference respectively, when having improved the erosion resistance ability of shore protection, has also strengthened the ecological landscape and the sight of shore protection.
Description
Technical field
The utility model is related to river course, riverbank and builds engineering field, and in particular to a kind of ecological shield in gentle-slope type city streamside
Bank structure.
Background technology
While modern urban construction is developed, increasingly pay attention to building taste, the lifting of ecological environment, city inland river road is whole
Control and grassroot project is more and more, need to build and be blended with city, and the stronger riverbank of landscape.
The selection of river course two sides shore protection pattern should be coordinated with surrounding enviroment, take into account the selection of afforestation vegetation, form suitable as far as possible
People's life is answered to require the riverside landscape with ecological requirements.
Wider river course in city, selects more and delays (oblique) slope formula shore protection, existing gentle-slope type shore protection, and gentle slope and barricade are big
Amount uses reinforced concrete structure, and most of prominent or be exposed to shore protection surface, while construction costs is higher, landscape and life
State effect is also preferable not to the utmost.
In the case of green ecological requires the present situation for increasingly improving, shore protection construction need to develop to ecology direction, it is considered to protect
The ecological functions of bank structural shape are particularly important, and design the development trend that Ecotypic bank revetment structure pattern is environmental protection.
Utility model content
It is to be solved in the utility model be it is above-mentioned in technical problem, there is provided a kind of shore protection durability and ecological sexual function
Unified gentle-slope type city streamside ecological revetment structure.
The technical scheme that the utility model is adopted for：
A kind of gentle-slope type city streamside ecological revetment structure, it is characterised in that include from river course being set gradually to riverbank and
One-level gentle slope, hard barricade, two grades of gentle slopes and the Three-level Platform being linked in sequence；
The one-level gentle slope is made up of the sandy soil face that the gentle slope support and gentle slope rack surface of armored concrete are laid, and is delayed
Slope support is constituted by the domatic frame in downward slope and with vertical bracing frame, and the bracing frame lower end is stretched in soil under water and solid
Fixed, upper end is fixedly connected with the tail end of the domatic frame；
The hard barricade is made up of armored concrete, and its lower end is stretched in soil under water and fixed, its stretch into after under
Less than the lower end level height of above-mentioned bracing frame, the stage casing of the hard barricade is connected with the upper of above-mentioned domatic frame to end level height
End so that gentle slope support is in integral structure with hard barricade, and it is highly 0.8m-1.2m that mud face is stretched out in the hard barricade upper end；
Two grades of gentle slopes are that soil is domatic, and less than the domatic angle on the one-level gentle slope, this two grades are delayed its domatic angle
Slope surface grafting has short class woody plant.
The Three-level Platform is in horizontal plane, and the platform surface kind is implanted with landscape tree.
In the gentle slope support, domatic frame is continuity setting, and support frame as described above is interval setting, improves slow with further
The structural strength of slope support.
One-level gentle slope surface is equipped with Landscape stone, and Landscape stone is in goose ovate, and Landscape stone volume is successively decreased by bottom of slope to slope top,
While improving the landscape of shore protection, strengthen the protection against erosion ability on one-level gentle slope.
Two grades of gentle slopes surface and the linkage section of the hard barricade, are provided with gutter, and gutter bottom is evenly and at intervals
The rhone for being passed through Ha Noi is provided with, to improve the hydrophobicity of shore protection.
Gentle-slope type city of the present utility model streamside ecological revetment structure has the following technical effect that：
1st, can effectively resist and cut down washing away for wave current, it is to avoid erosion of the wave current to barricade inner side sloping bank,
With good protection effect；
2nd, Three-level Platform is provided with altogether, wherein front two-stage is gentle slope platform, and Three-level Platform is respectively arranged with different scapes
Thing is seen, while improve the erosion prevention of shore protection, the ecoscape and sight of shore protection is also enhanced.
Description of the drawings
Fig. 1 is section structure schematic diagram of the present utility model.
Illustrate：The 1- waters surface, 2- one-levels gentle slope, the domatic framves of 3-, 4- bracing frames, 5- Landscape stones, 6- hard barricades, 7- bis-
Level gentle slope, 8- gutters, 9- Three-level Platforms.
Specific embodiment
Below in conjunction with the accompanying drawings, the utility model is further described.
The sectional drawing of gentle-slope type city streamside as depicted ecological revetment, in the shore protection, is set successively from river course to riverbank
Putting and being linked in sequence has one-level gentle slope (2), hard barricade (6), two grades of gentle slopes (7) and Three-level Platform (9).
One-level gentle slope (2) is made up of the sandy soil face that the gentle slope support and gentle slope rack surface of armored concrete are laid, and is delayed
Slope support is constituted by the domatic frame (3) in downward slope and with vertical bracing frame (4), and bracing frame (4) lower end is stretched under water
In soil and fixed, upper end is fixedly connected with the tail end of domatic frame (3).Simultaneously in the support of gentle slope, domatic frame (3) sets for continuity
Put, bracing frame (4) is interval setting so that the one-level gentle slope (2) of composition is with preferable compression strength.Gentle slope support is installed
Bi Hou, on domatic frame (3) surface hydrophilic sandy soil are laid, and then place the Landscape stone (5) in goose ovate on sandy soil surface, while
The volume of the Landscape stone (5) is successively decreased by bottom of slope to slope top, while improving the landscape of shore protection, strengthens the anti-of one-level gentle slope (2)
Scouring capability.
Hard barricade (6) is made up of armored concrete, and in soil under water and fixed, its lower end after stretching into is stretched in its lower end
Less than the lower end level height of above-mentioned bracing frame (4), the stage casing of the hard barricade (6) is connected with above-mentioned domatic frame to level height
(3) upper end so that gentle slope support and hard barricade (6) in integral structure, to improve the flood control intensity of hard barricade (6),
It is highly 1m that mud face is stretched out in hard barricade (6) upper end, to play a part of landscape fence simultaneously.
Two grades of gentle slopes (7) are domatic for soil, and its domatic angle, should less than the domatic angle of the one-level gentle slope (2)
Two grades of gentle slope (7) surface graftings have short class woody plant, while the company of two grades of gentle slopes (7) surface and the hard barricade (6)
Section is connect, gutter (8) is provided with, gutter (8) bottom is provided with evenly and at intervals the rhone for being passed through Ha Noi, to improve dredging for shore protection
It is aqueous.
In horizontal plane, the platform surface can plant more tall and big landscape tree and arrange other scapes the Three-level Platform (9)
See article.
The above only expresses preferred embodiment of the present utility model, and its description is more concrete and detailed, but not
Therefore the restriction to the utility model the scope of the claims can be interpreted as.It should be pointed out that for the ordinary skill people of this area
For member, without departing from the concept of the premise utility, some deformations, improvement can also be made and substituted, these all belong to
In protection domain of the present utility model.Therefore, the protection domain of the utility model patent should be defined by claims.
Claims (4)
1. a kind of gentle-slope type city streamside ecological revetment structure, it is characterised in that include from river course setting gradually to riverbank and suitable
One-level gentle slope, hard barricade, two grades of gentle slopes and Three-level Platform that sequence connects；
The one-level gentle slope is made up of the sandy soil face that the gentle slope support and gentle slope rack surface of armored concrete are laid, gentle slope
Frame is constituted by the domatic frame in downward slope and with vertical bracing frame, and the bracing frame lower end is stretched in soil under water and fixed,
Upper end is fixedly connected with the tail end of the domatic frame so that the one-level gentle slope of composition has preferable compression strength；
The hard barricade is made up of armored concrete, and in soil under water and fixed, its lower end water after stretching into is stretched in its lower end
Less than the lower end level height of above-mentioned bracing frame, the stage casing of the hard barricade is connected with the upper end of above-mentioned domatic frame, makes flat height
It is in integral structure that gentle slope support is obtained with hard barricade, and to improve the flood control intensity of hard barricade, the hard barricade upper end is stretched out
Mud face is highly 0.8m-1.2m；
Two grades of gentle slopes are that soil is domatic, and its domatic angle is less than the domatic angle on the one-level gentle slope, two grades of gentle slope tables
Face kind is implanted with short class woody plant；
The Three-level Platform is in horizontal plane, and the platform surface kind is implanted with landscape tree.
2. a kind of gentle-slope type city streamside according to claim 1 ecological revetment structure, it is characterised in that the gentle slope
In frame, domatic frame is continuity setting, and support frame as described above is interval setting, and the bracing frame is in isosceles trapezoid shape.
3. a kind of gentle-slope type city streamside according to claim 1 ecological revetment structure, it is characterised in that the one-level is delayed
Slope surface is equipped with Landscape stone, and Landscape stone is in goose ovate, and Landscape stone volume is successively decreased by bottom of slope to slope top.
4. a kind of gentle-slope type city streamside according to claim 1 ecological revetment structure, it is characterised in that described two grades are delayed
Slope surface and the linkage section of the hard barricade, are provided with gutter, and gutter bottom is provided with evenly and at intervals the row for being passed through Ha Noi
Tank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621106455.2U CN206090466U (en) | 2016-10-09 | 2016-10-09 | Gentle slope formula city streamside ecological embankment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621106455.2U CN206090466U (en) | 2016-10-09 | 2016-10-09 | Gentle slope formula city streamside ecological embankment structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090466U true CN206090466U (en) | 2017-04-12 |
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ID=58481350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621106455.2U Active CN206090466U (en) | 2016-10-09 | 2016-10-09 | Gentle slope formula city streamside ecological embankment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090466U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501670A (en) * | 2020-05-27 | 2020-08-07 | 中国十七冶集团有限公司 | Waterfront river course slope protection structure and construction method thereof |
| CN111719587A (en) * | 2020-07-20 | 2020-09-29 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
-
2016
- 2016-10-09 CN CN201621106455.2U patent/CN206090466U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501670A (en) * | 2020-05-27 | 2020-08-07 | 中国十七冶集团有限公司 | Waterfront river course slope protection structure and construction method thereof |
| CN111719587A (en) * | 2020-07-20 | 2020-09-29 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
| CN111719587B (en) * | 2020-07-20 | 2023-10-20 | 浙江绿艺建设有限公司 | Ecological retaining wall and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330009 Erqi South Road, Xihu District, Nanchang City, Jiangxi Province Patentee after: Jiangxi Space Ecological Construction Co.,Ltd. Address before: 330009 Erqi South Road, Xihu District, Nanchang City, Jiangxi Province Patentee before: JIANGXI SOUTH TUNNEL ENGINEERING Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |