CN205822135U - The ecological revetment of wind and wave resistance landslide-proofing - Google Patents
The ecological revetment of wind and wave resistance landslide-proofing Download PDFInfo
- Publication number
- CN205822135U CN205822135U CN201620746418.1U CN201620746418U CN205822135U CN 205822135 U CN205822135 U CN 205822135U CN 201620746418 U CN201620746418 U CN 201620746418U CN 205822135 U CN205822135 U CN 205822135U
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- China
- Prior art keywords
- semi
- circular groove
- anchor pole
- landslide
- wind
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Classifications
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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
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The ecological revetment of a kind of wind and wave resistance landslide-proofing that this utility model relates to, it includes matrix (1), sand bedding course (2) it is equipped with the most successively on the slope of described matrix (1), rubble layer of sand (3), block stone layer (4) and green layer (5), described green layer (5) is laid by diagonally disposed concrete component (6) and is formed, it is characterized in that described concrete component (6) includes rectangular elements body (6.1), stepped hole is formed between the edge of adjacent two concrete components (6), anchor pole (8) is plugged in stepped hole, the inner of described anchor pole (8) plugs to matrix (1), the anchor pole head of the outer end of described anchor pole (8) is held in the second semi-circular groove (6.4).The ecological revetment of wind and wave resistance landslide-proofing has and prevents erosion, and capacity of anti-storm is higher, prevent landslide, the advantage that landscape effect is good.
Description
Technical field
This utility model relates to the ecological revetment of a kind of wind and wave resistance landslide-proofing.
Background technology
The harm of China's soil erosion has reached extremely serious degree, and it is cause land resource dysequilibrium main
One of factor.It is unimpeded that slope protection works in river course has influence on river course.The space that the growth needs of plant is the softest, soft
Space just has enough water and airs and ensures plant survival.Natural soil property Riparian Zone is due to by the seepage effect in slope and slope
The easy avalanches of many factors joint effect such as the souring of front current.Therefore, seek one and prevent erosion, wind and wave resistance energy
The ecological revetment of the wind and wave resistance landslide-proofing that power is higher, prevent landslide is particularly important.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, it is provided that one prevents erosion, capacity of anti-storm is higher,
Prevent the ecological revetment of the wind and wave resistance landslide-proofing on landslide.
The purpose of this utility model is achieved in that
The ecological revetment that a kind of capacity of anti-storm is higher, it includes matrix, the slope of described matrix depends on from the inside to the outside
Secondary being equipped with sand bedding course, rubble layer of sand, block stone layer and green layer, described green layer is laid by diagonally disposed concrete component
Forming, described concrete component includes rectangular elements body, described rectangular elements body be provided centrally with planting of up/down perforation
Raw hole, four marginal center of the lower semisection of described rectangular elements body offer the first semi-circular groove of outward opening side, institute
Four marginal center of the upper semisection stating rectangular elements body offer the second semi-circular groove of outward opening side, and second is semicircle
The diameter of groove is bigger than the diameter of the first semi-circular groove, forms stepped hole, stepped hole between the edge of adjacent two concrete components
Inside plugging anchor pole, the inner of described anchor pole plugs to matrix, and it is semicircle that the anchor pole head of the outer end of described anchor pole is held on second
On groove.
The diameter of the second semi-circular groove is the twice of the diameter of the first semi-circular groove, and the height of the second semi-circular groove is first
The half of the height of semi-circular groove.
Compared with prior art, the beneficial effects of the utility model are:
This utility model is in hydraulic engineering, and the good stability of protective slope structure, adaptability is relatively wide, not only capacity of anti-storm
Higher, prevent erosion, and also inside and outside water body energy free exchange, the beneficially procreation of aquatic organism, there is ecological, environmental protective function, whole
The ecological revetment of individual wind and wave resistance landslide-proofing has and prevents erosion, and capacity of anti-storm is higher, prevent landslide, landscape effect
Good advantage.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the top view of concrete component.
Fig. 3 is the A-A sectional view of Fig. 2.
Wherein:
Matrix 1
Sand bedding course 2
Rubble layer of sand 3
Block stone layer 4
Green layer 5
Concrete component 6, rectangular elements body 6.1, planting hole the 6.2, first semi-circular groove the 6.3, second semi-circular groove 6.4
Flower pond 7
Anchor pole 8.
Detailed description of the invention
Seeing Fig. 1 ~ Fig. 3, the ecological revetment of a kind of wind and wave resistance landslide-proofing that this utility model relates to, it includes matrix 1, institute
State and on the slope of matrix 1, be equipped with sand bedding course 2, rubble layer of sand 3, block stone layer 4 and green layer 5 the most successively, described
Green layer 5 is laid by diagonally disposed concrete component 6 and is formed, and the top of described matrix 1 is provided with Hua Chi 7.
Described concrete component 6 includes rectangular elements body 6.1, being provided centrally with of described rectangular elements body 6.1
Under through planting hole 6.2, four marginal center of the lower semisection of described rectangular elements body 6.1 offer outward opening side
First semi-circular groove 6.3, four marginal center of the upper semisection of described rectangular elements body 6.1 offer the of outward opening side
Two semi-circular groove 6.4, the diameter of the second semi-circular groove 6.4 is the twice of the diameter of the first semi-circular groove 6.3, the second semi-circular groove
The height of 6.4 is the half of the height of the first semi-circular groove 6.3.
Form stepped hole between the edge of adjacent two concrete components 6, in stepped hole, plug anchor pole 8, described anchor pole 8
The inner plug to matrix 1, the anchor pole head of the outer end of described anchor pole 8 is held in the second semi-circular groove 6.4.
Claims (2)
1. an ecological revetment for wind and wave resistance landslide-proofing, it includes matrix (1), on the slope of described matrix (1) from the inside to the outside
Being equipped with sand bedding course (2), rubble layer of sand (3), block stone layer (4) and green layer (5) successively, described green layer (5) is by oblique cloth
The concrete component (6) put is laid and is formed, it is characterised in that described concrete component (6) includes rectangular elements body (6.1), institute
State the planting hole (6.2) being provided centrally with up/down perforation of rectangular elements body (6.1), described rectangular elements body (6.1)
Four marginal center of lower semisection offer first semi-circular groove (6.3) of outward opening side, described rectangular elements body (6.1)
Four marginal center of upper semisection offer second semi-circular groove (6.4) of outward opening side, the second semi-circular groove (6.4)
Diameter is bigger than the diameter of the first semi-circular groove (6.3), forms stepped hole, platform between the edge of adjacent two concrete components (6)
Plugging anchor pole (8) in hole, rank, the inner of described anchor pole (8) plugs to matrix (1), the anchor pole head of the outer end of described anchor pole (8)
It is held in the second semi-circular groove (6.4).
The ecological revetment of a kind of wind and wave resistance landslide-proofing the most according to claim 1, it is characterised in that the second semi-circular groove
(6.4) diameter is the twice of the diameter of the first semi-circular groove (6.3), and the height of the second semi-circular groove (6.4) is the first semicircle
The half of the height of shape groove (6.3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620746418.1U CN205822135U (en) | 2016-07-15 | 2016-07-15 | The ecological revetment of wind and wave resistance landslide-proofing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620746418.1U CN205822135U (en) | 2016-07-15 | 2016-07-15 | The ecological revetment of wind and wave resistance landslide-proofing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205822135U true CN205822135U (en) | 2016-12-21 |
Family
ID=57563700
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620746418.1U Expired - Fee Related CN205822135U (en) | 2016-07-15 | 2016-07-15 | The ecological revetment of wind and wave resistance landslide-proofing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205822135U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592611A (en) * | 2017-02-06 | 2017-04-26 | 中冶南方工程技术有限公司 | Concrete protection plate, ecological slope protection system and construction method thereof |
| CN107338798A (en) * | 2017-08-17 | 2017-11-10 | 河北建科唐秦建筑科技有限公司 | Recoverable module deep foundation pit construction technique, recoverable module and deep foundation pit support |
| CN110016890A (en) * | 2019-04-22 | 2019-07-16 | 江道宗 | A kind of hydraulic engineering ecological supporting structure |
| CN112064574A (en) * | 2020-08-03 | 2020-12-11 | 杭州大禹水利工程咨询有限公司 | Embankment bank protection structure |
-
2016
- 2016-07-15 CN CN201620746418.1U patent/CN205822135U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592611A (en) * | 2017-02-06 | 2017-04-26 | 中冶南方工程技术有限公司 | Concrete protection plate, ecological slope protection system and construction method thereof |
| CN107338798A (en) * | 2017-08-17 | 2017-11-10 | 河北建科唐秦建筑科技有限公司 | Recoverable module deep foundation pit construction technique, recoverable module and deep foundation pit support |
| CN110016890A (en) * | 2019-04-22 | 2019-07-16 | 江道宗 | A kind of hydraulic engineering ecological supporting structure |
| CN112064574A (en) * | 2020-08-03 | 2020-12-11 | 杭州大禹水利工程咨询有限公司 | Embankment bank protection structure |
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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: 20161221 Termination date: 20170715 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |