CN212223780U - Ecological structure of reforming transform of seawall fence board bank protection - Google Patents
Ecological structure of reforming transform of seawall fence board bank protection Download PDFInfo
- Publication number
- CN212223780U CN212223780U CN202020895243.7U CN202020895243U CN212223780U CN 212223780 U CN212223780 U CN 212223780U CN 202020895243 U CN202020895243 U CN 202020895243U CN 212223780 U CN212223780 U CN 212223780U
- Authority
- CN
- China
- Prior art keywords
- fence plate
- protection
- ecological
- slope protection
- seawall
- 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.)
- Active
Links
Images
Classifications
-
- 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
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model discloses a seawall fence board bank protection ecological transformation structure, include: constructing a riprap bottom protection structure outside the sea; a concrete ballast foot constructed on the inner side of the riprap bottom protection structure; constructing a lower slope protection ecological fence plate structure which is arranged behind the concrete ballast and connected with the inner side of the concrete ballast; constructing a wave dissipation platform at the top of the lower slope protection ecological fence plate structure, and; and constructing an upper slope protection ecological fence plate structure which is arranged behind the wave dissipation platform and connected with the inner side of the wave dissipation platform.
Description
Technical Field
The utility model relates to a seawall technical field, concretely relates to seawall outer slope fence board bank protection ecological transformation structure.
Background
The sea wall engineering is used as a first barrier of a platform flood control security system in the coastal region, effectively defends damage of storm tides (floods), waves and the like, and is a life line for economic and social development in the coastal region. In order to resist attack of typhoon waves, most of the surfaces of the sea wall revetments of coastal areas in China are rigid hard structures such as fence boards, so that the vertical surfaces of the sea walls are monotonous and do not change, and the landscape property and the ecological property are poor. In order to improve the public openness and landscape ecological effect of a new shoreline and construct a new natural, ecological and green-planted sea wall, the ecological requirements of the landscape are fully considered on the basis of meeting the basic flood-control, moisture-proof and safety functions of the sea wall, the ecological transformation of the existing hardening is carried out, the ecological and landscape concepts are integrated into the sea wall label-lifting and reinforcing construction, the comprehensive functions of sea wall flood control, traffic, leisure, ecological landscape and the like are realized, the full protection, restoration and ecological environment construction are good, and the harmony and harmony of people, society and nature are achieved. To this end, the applicant has sought, through useful research and research, a solution to the above-mentioned problems, in the context of which the technical solutions to be described below have been made.
SUMMERY OF THE UTILITY MODEL
The utility model discloses one of the technical problem that will solve lies in providing one kind and both can satisfy seawall flood control dampproofing safety, can improve the ecological landscape nature's seawall fence board bank protection ecological transformation structure again.
The utility model provides a technical problem can adopt following technical scheme to realize:
the utility model provides a structure is reformed transform to sea wall fencing board bank protection ecology which characterized in that includes:
constructing a riprap bottom protection structure outside the sea;
a concrete ballast foot constructed on the inner side of the riprap bottom protection structure;
constructing a lower slope protection ecological fence plate structure which is arranged behind the concrete ballast and connected with the inner side of the concrete ballast;
constructing a wave dissipation platform at the top of the lower slope protection ecological fence plate structure, and;
and constructing an upper slope protection ecological fence plate structure which is arranged behind the wave dissipation platform and connected with the inner side of the wave dissipation platform.
In a preferred embodiment of the present invention, the concrete ballast is stone-buried concrete or plain concrete.
In a preferred embodiment of the present invention, the lower slope protection ecological fence plate structure comprises:
a lower slope protection fence plate with holes;
a lower slope protection cup-shaped block body placed in the hole of the lower slope protection fence plate;
and the first wave-dissipating plant is planted in the lower slope protection cup-shaped block.
In a preferred embodiment of the present invention, the lower slope protection cup-shaped block is provided with drain holes around, the lower slope protection cup-shaped block is filled with soil, and a layer of geonet pad is fixed on the surface of the soil.
In a preferred embodiment of the utility model, the both sides of wave dissipation platform are concrete check stalk, adopt the building block stone mask of irritating in the middle of.
In a preferred embodiment of the present invention, the upper slope protection ecological fence plate structure comprises:
an upper slope protection fence plate with holes;
an upper slope protection cup-shaped block body placed in the hole of the upper slope protection fence plate;
and the second wave-dissipating plant is planted in the upper slope protection cup-shaped block.
In a preferred embodiment of the present invention, the upper slope protection cup-shaped block is provided with drain holes around, the upper slope protection cup-shaped block is filled with soil, and a soil mat is fixed on the soil surface.
A construction method for the ecological reconstruction structure of the seawall fence plate slope protection according to any one of the above technical schemes comprises the following steps:
1) cleaning sludge at the dike feet and filling the holes of the original outer slope surface;
2) newly building a concrete ballast at the outer slope toe, and performing stone-throwing and stone-like masonry on the concrete ballast;
3) filling soil or throwing stones at the outer slope toe, and paving dry masonry blocks after the concrete is used for finishing the masonry surface;
4) laying lower and upper slope protection fence boards to form a protective surface structure, and arranging a wave dissipation platform;
5) the lower and upper slope protection cup-shaped blocks are placed in the holes of the lower and upper slope protection fence plates;
6) and planting wave-dissipating plants in the lower and upper slope protection cup-shaped blocks.
Due to the adoption of the technical scheme, the beneficial effects of the utility model reside in that:
1. the utility model discloses changed traditional seawall slope protection structure's the defect that the outward appearance is dull, immature, on guaranteeing seawall flood control dampproofing safety basic function basis, increased seawall sight and ecological nature.
2. The utility model discloses a unrestrained platform disappears and the unrestrained mode that combines together disappears with the plant, can effectively reduce the wave and climb, promotes seawall dampproofing ability.
3. The utility model discloses plant in lower, last bank protection cup type block, lower, last bank protection cup type block reuse, it is comparatively convenient to change after damaging.
4. The utility model discloses construction convenience, technology maturity, applicable in the ecological transformation of traditional sea wall bank protection structure.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is the utility model discloses a structural schematic diagram of seawall fence board bank protection ecological transformation structure.
Fig. 2 is the utility model discloses a sea wall fence board bank protection ecological transformation structure's top view.
Fig. 3 is the utility model discloses a cup type block diagram of structure is reformed transform to seawall fence board bank protection ecology.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further explained below.
Referring to fig. 1 to 3, the ecological reconstruction structure of a seawall fence plate revetment includes a riprap bottom protection structure 100, a concrete ballast foot 200, a lower revetment ecological fence plate structure 300, a wave dissipation platform 400 and an upper revetment ecological fence plate structure 500.
In order to avoid the scouring of the outer slope feet and improve the stability of the sea wall side slope, a riprap bottom protection structure 100 is constructed on the sea outer side, and the surface is leveled. The concrete ballast 200 constructed inside the riprap footing structure 100 is preferably a concrete ballast 200, and the concrete ballast 200 is preferably a buried concrete or a plain concrete ballast. The concrete ballast 200 in this embodiment has a cross-sectional size of generally 1000mm (width) × 800mm (height).
The lower protection slope ecological fence plate structure 300 is constructed behind the concrete ballast 200 and connected with the inner side of the concrete ballast 200, and the lower protection slope ecological fence plate structure 300 comprises a lower protection slope fence plate 310 with holes, a lower protection slope cup-shaped block body 320 and a first wave-dissipating plant 330. The lower slope protection fence plate 310 in the embodiment is a C35 reinforced concrete lower slope protection fence plate, and the thickness of the C35 reinforced concrete lower slope protection fence plate is 300-500 mm. Lower bank protection cup type block 320 is placed in the hole of bank protection fence board 310 down, specifically, the surface of lower bank protection cup type block 320 partly with bank protection fence board 310 surface parallel and level down, the surface of bank protection fence board 310 under another part protrusion. The periphery of the lower slope protection cup-shaped block body 320 is provided with drain holes, the lower slope protection cup-shaped block body 320 is filled with the cultivated soil, and a layer of geotechnical net pad is fixed on the cultivated soil surface. The first wave-dissipating plant 330 is planted in the lower slope protection cup-shaped block body 320, the first wave-dissipating plant 330 is affected by waves, so that water sources are sufficient, and the first wave-dissipating plant 330 is selected from wave-dissipating plants with strong saline-alkali resistance, such as seashore paspalum, suaeda salsa and the like.
A wave dissipation platform 400 is constructed on the top of the ecological fence plate structure 300 of the lower slope protection, and concrete lattice peduncles are arranged on two sides of the wave dissipation platform 400, and a rock face of a filling block is adopted in the middle of the wave dissipation platform 400.
The upper protection slope ecological fence plate structure 500 is constructed behind the wave dissipation platform 400 and connected with the inner side of the wave dissipation platform 400, and the upper protection slope ecological fence plate structure 500 comprises an upper protection slope fence plate 510 with holes, an upper protection slope cup-shaped block body 520 and a second wave dissipation plant 530. The upper slope protection fence plate 510 in this embodiment is a C35 reinforced concrete upper slope protection fence plate, and the thickness of the C35 reinforced concrete upper slope protection fence plate is 300 mm-500 mm. Go up slope protection cup type block 520 and place in the hole of last slope protection fence board 510, go up slope protection cup type block 520 and be provided with the wash port all around, go up slope protection cup type block 520 intussuseption and be filled with the soil of ploughing to soil surface mounting has the one deck geotechnological net to fill. The second wave-dissipating plant 530 is planted in the upper slope protection cup-shaped block 520, the second wave-dissipating plant 530 is less affected by waves, so that water source is insufficient, and the second wave-dissipating plant 530 is selected from wave-dissipating plants such as asclepiadaceae and ivy.
A construction method for the ecological reconstruction structure of the seawall fence plate slope protection according to any one of the above technical schemes comprises the following steps:
1) cleaning sludge at the dike feet and filling the holes of the original outer slope surface;
2) newly building a concrete ballast at the outer slope toe, and performing stone-throwing and stone-like masonry on the concrete ballast;
3) filling soil or throwing stones at the outer slope toe, and paving dry masonry blocks after the concrete is used for finishing the masonry surface;
4) laying lower and upper slope protection fence boards to form a protective surface structure, and arranging a wave dissipation platform;
5) the lower and upper slope protection cup-shaped blocks are placed in the holes of the lower and upper slope protection fence plates;
6) and planting wave-dissipating plants in the lower and upper slope protection cup-shaped blocks.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (7)
1. The utility model provides a structure is reformed transform to sea wall fencing board bank protection ecology which characterized in that includes:
constructing a riprap bottom protection structure outside the sea;
a concrete ballast foot constructed on the inner side of the riprap bottom protection structure;
constructing a lower slope protection ecological fence plate structure which is arranged behind the concrete ballast and connected with the inner side of the concrete ballast;
constructing a wave dissipation platform at the top of the lower slope protection ecological fence plate structure, and;
and constructing an upper slope protection ecological fence plate structure which is arranged behind the wave dissipation platform and connected with the inner side of the wave dissipation platform.
2. The ecological reconstruction structure of the seawall fence plate revetment according to claim 1, wherein said concrete ballast is stone-embedded concrete or plain concrete.
3. The ecological reconstruction structure of seawall fence plate protection slope of claim 1, characterized in that, the ecological fence plate structure of lower protection slope includes:
a lower slope protection fence plate with holes;
a lower slope protection cup-shaped block body placed in the hole of the lower slope protection fence plate;
and the first wave-dissipating plant is planted in the lower slope protection cup-shaped block.
4. The ecological reconstruction structure of seawall fence plate revetment according to claim 3, wherein said lower revetment cup-shaped block is provided with drain holes around it, said lower revetment cup-shaped block is filled with soil, and a layer of geonet pad is fixed on the surface of said soil.
5. The ecological reconstruction structure of the seawall fence plate revetment according to claim 1, wherein the wave dissipation platform has concrete lattice peduncles on both sides and a rock-filled block facing in the middle.
6. The ecological reconstruction structure of seawall fence plate protection slope of claim 1, characterized in that, the ecological fence plate structure of last protection slope includes:
an upper slope protection fence plate with holes;
an upper slope protection cup-shaped block body placed in the hole of the upper slope protection fence plate;
and the second wave-dissipating plant is planted in the upper slope protection cup-shaped block.
7. The ecological reconstruction structure of seawall fence plate revetment according to claim 6, wherein said upper revetment cup block is provided with drain holes around it, said upper revetment cup block is filled with soil, and a layer of geonet pad is fixed on the surface of said soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020895243.7U CN212223780U (en) | 2020-05-25 | 2020-05-25 | Ecological structure of reforming transform of seawall fence board bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020895243.7U CN212223780U (en) | 2020-05-25 | 2020-05-25 | Ecological structure of reforming transform of seawall fence board bank protection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212223780U true CN212223780U (en) | 2020-12-25 |
Family
ID=73929151
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020895243.7U Active CN212223780U (en) | 2020-05-25 | 2020-05-25 | Ecological structure of reforming transform of seawall fence board bank protection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212223780U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116368983A (en) * | 2023-03-29 | 2023-07-04 | 自然资源部第三海洋研究所 | Coastal sand dune repairing and maintaining method |
-
2020
- 2020-05-25 CN CN202020895243.7U patent/CN212223780U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116368983A (en) * | 2023-03-29 | 2023-07-04 | 自然资源部第三海洋研究所 | Coastal sand dune repairing and maintaining method |
| CN116368983B (en) * | 2023-03-29 | 2023-11-28 | 自然资源部第三海洋研究所 | Coastal sand dune repairing and maintaining method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821107B (en) | Casing and plate combined ecological bank protection structure | |
| CN203795372U (en) | Box body and inserted plate combined type ecological bank protection structure | |
| CN105178245A (en) | Large filling bag ecological embankment and revetment building method for river lake channel | |
| CN111622179A (en) | Fence plate slope protection structure for ecological reconstruction of sea wall and construction method thereof | |
| CN208167654U (en) | A kind of ecology disappears wave type water conservancy protective slope structure | |
| CN111335100A (en) | Embankment structure suitable for coastal region and construction method thereof | |
| CN212223780U (en) | Ecological structure of reforming transform of seawall fence board bank protection | |
| CN218911257U (en) | Ecological seawall structure | |
| CN102277857A (en) | Method for protecting slope with novel wave-resistant slope protection blocks | |
| CN216999541U (en) | Slope protection building block and ecological slope protection structure suitable for rain source type river channel | |
| CN212248086U (en) | Seawall ecological transformation's back cover nut block slope protection structure | |
| JP6161924B2 (en) | Revegetation method of earthquake-resistant seawall embankment slope | |
| CN211498714U (en) | Multistage scour protection dyke pond | |
| CN114182686B (en) | Log frame and recycled concrete combined structure ecological slope protection and construction method thereof | |
| CN111636366A (en) | Ecological reconstruction structure of seawall fence plate slope protection and construction method thereof | |
| CN215593889U (en) | Ecological revetment structure suitable for urban river | |
| US8579552B2 (en) | Ecological board and its applications | |
| KR101062728B1 (en) | Beach nourishment using the filter layer and the swell control structure and it's construction technique | |
| CN111622177A (en) | Bottom sealing nut block slope protection structure for sea wall ecological reconstruction and construction method thereof | |
| CN211228358U (en) | Improved generation seawall dyke foot reinforced structure | |
| CN210459099U (en) | Seawall structure on soft soil foundation | |
| CN113481940A (en) | Green ecological hollow square slope protection structure of seawall | |
| CN216865003U (en) | Novel ecological seawall dyke foot structure | |
| CN113293734A (en) | Novel ecological seawall dike foot structure and construction method thereof | |
| CN1609343A (en) | Structure of king crab type light dyke-dam and method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |