CN113481940A - Green ecological hollow square slope protection structure of seawall - Google Patents
Green ecological hollow square slope protection structure of seawall Download PDFInfo
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- CN113481940A CN113481940A CN202110808570.3A CN202110808570A CN113481940A CN 113481940 A CN113481940 A CN 113481940A CN 202110808570 A CN202110808570 A CN 202110808570A CN 113481940 A CN113481940 A CN 113481940A
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- 239000002689 soil Substances 0.000 claims abstract description 24
- 238000007789 sealing Methods 0.000 claims abstract description 17
- 239000004575 stone Substances 0.000 claims description 23
- 239000004567 concrete Substances 0.000 claims description 8
- 239000004746 geotextile Substances 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 238000010276 construction Methods 0.000 abstract description 8
- 230000009471 action Effects 0.000 abstract description 3
- 230000008635 plant growth Effects 0.000 abstract description 2
- 241000196324 Embryophyta Species 0.000 description 32
- 240000000260 Typha latifolia Species 0.000 description 4
- 239000003513 alkali Substances 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 150000003839 salts Chemical class 0.000 description 3
- 241000205585 Aquilegia canadensis Species 0.000 description 2
- 241000221079 Euphorbia <genus> Species 0.000 description 2
- 244000047734 Paederia foetida Species 0.000 description 2
- 235000019116 Paederia foetida Nutrition 0.000 description 2
- 241000586290 Suaeda salsa Species 0.000 description 2
- 244000234281 Tamarix gallica Species 0.000 description 2
- 235000014265 Tamarix gallica Nutrition 0.000 description 2
- 235000005324 Typha latifolia Nutrition 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012946 outsourcing Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- 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
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental Sciences (AREA)
- Revetment (AREA)
Abstract
The invention relates to the technical field of dyke ecological construction in hydraulic and hydroelectric engineering, in particular to a green ecological hollow square slope protection structure; the hole part at the center of the green ecological hollow square block is used as a plant planting groove, the hole can be circular, square or polygonal according to landscape requirements, a drain hole is formed in the center of the sealing bottom plate, a PVC pipe is used for the drain hole to ensure smooth drainage, planting soil is filled in the plant planting groove, and a planting bag needs to be wrapped outside the planting soil, so that the planting soil is not lost under the action of wind waves, tide and the like, the plant growth requirements are met, meanwhile, the green ecological hollow square block and the traditional hollow square block are arranged on the embankment body in a staggered mode to form an integral slope protection structure, when flood, wave and the like act, water flow can penetrate through the slope protection structure through the hollow square block hole and the hollow square block placed gap, excessive uplift pressure is not caused to the green ecological hollow square block, and stable placement of the hollow square block is ensured.
Description
Technical Field
The invention relates to the technical field of dyke ecological construction in water conservancy and hydropower engineering, in particular to a green ecological hollow square slope protection structure.
Background
The construction of the dike is a basic condition for ensuring the stable and healthy development of regions along the river and the coastal region, and can provide guarantee for the development of various economic utilities only by maintaining the safety of the dike. The traditional embankment slope protection structure generally adopts structures such as masonry, concrete or reinforced concrete, and the hollow square block structure of tradition is as one of them slope protection structural style, and the central point is the square hole of intercommunication from top to bottom, and whole all adopts plain concrete structure, because of its unrestrained effectual that disappears, the structure is laid stably, construction convenience etc. advantage, by the wide application in the embankment engineering. However, the traditional hollow square slope protection structure has single function, only considers the hazards of flood (tide) prevention, wave invasion and the like, has too hard and monotonous appearance, neglects the protection of the ecological environment and the preservation of original plants and natural landscapes, and lacks of a green ecological concept. Under the national strategy of ecological priority, sustainable development and green development, the requirement on the green ecological construction of the dike is higher and higher, and the research and development of a dike construction technology which can provide large-area green vegetation, build a natural environment closer and meet the requirements of landscaping and ecology becomes urgent.
Disclosure of Invention
The central hole part of the green ecological hollow square block is used as a plant planting groove, the hole can be circular, square or polygonal according to landscape requirements, a drain hole is formed in the center of the sealing bottom plate, and a PVC pipe is adopted for the drain hole, so that smooth drainage is ensured, and the plant growth requirements are met; meanwhile, the green ecological hollow blocks and the traditional hollow blocks are arranged on the dike body in a staggered mode to form an integral slope protection structure.
Further, slope protection structure mainly includes: the geotextile is laid on the outer slope of the embankment body, and the bagged broken stone cushion layer is laid on the geotextile; the stone throwing protecting foot is constructed at the front edge of the dike body, and the ballast foot is arranged on the left side of the stone throwing protecting foot; the wave protection structure constructed on the top of the outer slope surface of the dike body is connected with the wave protection structure and constructed on an upper slope protection structure on the outer slope surface of the dike body, and the slope of the upper slope protection structure is less than 1:1, construct the slope protection structure down in the outer domatic bottom of dyke body, slope of slope protection structure is less than 1 down: and 1, a wave dissipation platform which is arranged on the outer slope surface of the embankment body and is positioned between the upper slope protection structure and the lower slope protection structure.
Furthermore, go up the hollow square staggered arrangement of the green ecological hollow square of last bank protection and the hollow square of last bank protection in the slope protection structure, first irritate building block stone bed course fill go up the hollow square below of the green ecological hollow square of last bank protection and last bank protection, first irritate building block stone bed course and be located bagged rubble bed course top.
Further, the lower slope protection green ecological hollow square and the lower slope protection hollow square in the lower slope protection structure are arranged in a staggered mode, a second filling block stone cushion layer is filled below the lower slope protection green ecological hollow square and the lower slope protection hollow square, and the second filling block stone cushion layer is located above the bagged broken stone cushion layer.
Furthermore, the supporting legs of the green ecological hollow square blocks and the traditional hollow square blocks in the upper and lower slope protection structures are placed on the filling block stone cushion layer.
Further, slope protection structure adopts traditional hollow square and the hollow square staggered arrangement of green ecology when putting for during functions such as flood (tide) water, wave, rivers can utilize the space that traditional hollow square hole and hollow square put the back to see through slope protection structure, do not cause too big uplift force to the hollow square in green ecological four corners, ensure that hollow square puts stably.
Furthermore, go up the hollow square center hole of green ecology in slope protection structure and the lower slope protection structure (plant the groove) and fill up planting soil, planting soil needs the outsourcing plant biological bag (ecological bag) for planting soil does not run off under effects such as stormy waves, trend, satisfies soil and water conservation requirement.
Furthermore, for the green ecological hollow blocks located in the water level fluctuation area or the intertidal zone, the plants in the planting grooves can be planted with herbaceous and emergent aquatic plants which are ecological and extensive and low in maintenance as themes (the plant variety used for the seawall needs to meet the requirement of salt and alkali resistance), the shoreline of the seaside is beautified, and the ecological water bank is built. The method specifically comprises the following steps: bulrush, cattail, scripus, etc.
Furthermore, for the green ecological hollow square blocks above the flood level or above the average high tide level, the planted cover in the planting groove can take the liana as the characteristic (the plant variety used for the seawall also needs to meet the requirement of salt and alkali resistance), and through the soft branches of the liana, the hard decorative structure is softened, and the landscaping ecological effect is beautified and improved. The method specifically comprises the following steps: tamarix chinensis, paederia scandens, humifuse euphorbia herb, honeysuckle, suaeda salsa, radix asteris and the like.
Furthermore, the placing slope ratio of the green ecological hollow blocks can be determined after calculation according to wave dissipation requirements, and the stability requirement can be met generally when the placing slope ratio is slower than 1: 1; the weight of the green ecological hollow square block is determined according to boundary conditions such as different wave heights, placing slope ratios and the like, and the weight and the side length meet a specific proportional relation.
Furthermore, if a square or polygonal plant planting groove is adopted, the size of the plant planting groove is determined according to the principle and a certain proportion of the side length of the hollow square.
If the length and the weight of the green ecological hollow square block are increased, the large span of the plant planting groove sealing bottom plate can be realized by adding a reinforcing steel bar into the sealing bottom plate and anchoring the sealing bottom plate into a block body for a certain length so as to meet the stress requirement.
Green ecological hollow square block side length and weight corresponding relation table
| Side length L (Rice) | Weight Q (ton) |
| 1 | 0.72 |
| 1.2 | 1.24 |
| 1.5 | 2.42 |
| 2.0 | 5.73 |
| 2.5 | 11.19 |
| 3.0 | 19.34 |
| 。。。 | 。。。 |
The invention has the following beneficial effects:
ecological and landscape concepts are integrated into the dike construction, a dike construction technology which can provide large-area green vegetation, build a dike closer to the natural environment and meet the requirements of landscaping and ecology is researched and developed, and a novel natural, ecological and green planting dike is constructed. Meanwhile, on the basis of meeting the physical defense, disaster reduction and prevention functions, the original water bank life basic process of the area is maintained as far as possible.
Drawings
Fig. 1 is a schematic cross-sectional view of a slope protection structure according to an embodiment of the present invention.
Fig. 2 is a top view of a green ecological hollow block in an upper and lower slope protection structure according to an embodiment of the present invention.
Fig. 3 is a front view of a green ecological hollow block in the upper and lower slope protection structures according to an embodiment of the present invention.
Fig. 4 is a schematic view of an upper slope protection structure according to an embodiment of the present invention.
Fig. 5 is a schematic view illustrating arrangement of green ecological hollow blocks and conventional hollow blocks in a slope protection structure according to an embodiment of the present invention.
Numbering in the figures: 100-embankment body, 200-plain concrete ballast foot, 201-riprap banket, 202-bagged broken stone cushion layer, 203-geotextile, 300-lower slope protection structure, 301-lower slope protection green ecological hollow square, 302-lower slope protection hollow square, 303-second plant planting groove, 304-second sealing bottom plate, 305-second PVC drain pipe, 306-second planting soil, 307-second vegetation bag, 308-second wave-dissipating plant, 309-second building block stone cushion layer, 400-wave-dissipating platform, 500-upper slope protection structure, 501-upper slope protection green ecological hollow square, 502-upper slope protection hollow square, 503-first plant planting groove, 504-first sealing bottom plate, 505-first PVC drain pipe, 506-first planting soil, 507-first vegetation bag, 508-first wave-dissipating plants, 509-first filling block stone bedding.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 5, a green ecological hollow block slope protection structure includes a composite slope embankment body 100 filled at a near shore beach, a plain concrete ballast 200, a lower slope protection structure 300, a wave-breaking platform 400, and an upper protection structure 500.
The composite slope embankment body 100 is filled at the place close to the shore beach, and the embankment body can be filled with embankment materials such as clay or mud-filled pipe bags.
In order to ensure the stability of the dike body, a plain concrete ballast foot 200 is arranged at the position of the dike foot, in order to meet the requirements of stability of the plain concrete ballast foot 200 and the beach potential, a riprap protective foot 201 is arranged in front of the dike foot 200, and a bagged gravel cushion layer 202 and geotextile 203 are arranged below the dike foot in sequence, so that the soil body below the plain concrete ballast foot 200 is prevented from being washed by water flow.
The lower slope protection structure 300 comprises a lower slope protection green ecological hollow square block 301, a lower slope protection hollow square block 302, a second plant planting groove 303, a second sealing bottom plate 304, a second PVC drain pipe 305, second planting soil 306, a second plant growing bag 307, a second wave-dissipating plant 308 and a second filling block stone cushion layer 309.
The lower slope protection green ecological hollow blocks 301 and the lower slope protection hollow blocks 302 are arranged in a staggered mode, and the arrangement gradient is 1: 3. In this example, the lower slope protection green ecological hollow square 301 has a side length of 1.2 m and a weight of 1.24 t, and a circular bottom-sealing hole is formed in the center thereof as a second plant cultivation groove 303, the diameter thereof is 0.384 m, and the thickness of a second bottom-sealing plate 304 thereof is 0.096 m. The lower slope protection hollow square 302 has the side length of 1.2 meters, the weight of 1.24 tons and the central part of a square hole which is communicated up and down, and the side length of the square hole is 0.288 meters. Second PVC drain pipe 305 guarantees that the drainage is smooth and easy in locating lower slope protection green ecological hollow square 301, satisfies the vegetation requirement. And second planting soil 306 is filled in a second plant planting groove 303 of the lower slope protection green ecological hollow square 301, and a second plant biological bag 307 needs to be wrapped outside the second planting soil 306, so that the planting soil is not lost under the action of wind waves, tides and the like, and the water and soil conservation requirement is met. The second wave-dissipating plant 308 in the second plant cultivation tank 303 of the lower slope protection green ecological hollow square 301 can take saline-alkali tolerant ecological extensive and low maintenance herbaceous and emergent aquatic plants as subjects, such as: bulrush, cattail, scripus, etc. The second filling block stone cushion layer 309 is arranged below the lower slope protection green ecological hollow block 301 and the lower slope protection hollow block 302, and is used for leveling the slope surface, so that the requirement for placing the lower slope protection green ecological hollow block 301 and the lower slope protection hollow block 302 is met.
The wave dissipation platform 400 constructed above the lower slope protection structure 300 and connected with the top of the lower slope protection structure 300 is provided with a bagged broken stone cushion layer 202, the wave dissipation platform 400 adopts a filling block stone structure, and the joints of the two sides and the upper and lower slope protection structures are provided with filling block stone lattice peduncles.
The upper slope protection structure 500 comprises an upper slope protection green ecological hollow square 501, an upper slope protection hollow square 502, a first plant planting groove 503, a first sealing bottom plate 504, a first PVC drain pipe 505, first planting soil 506, a first plant growing bag 507, a first wave-dissipating plant 508 and a first filling block stone cushion 509.
The upper slope protection green ecological hollow square blocks 501 and the upper slope protection hollow square blocks 502 are arranged in a staggered mode, and the arrangement gradient is 1: 2.5. In this example, the upper slope protection green ecological hollow block 501 has a side length of 1.2 m and a weight of 1.24 t, and a circular bottom-sealing hole is formed in the center thereof as a first plant growing groove 503, the diameter thereof is 0.384 m, and the thickness of the bottom first bottom-sealing plate 504 thereof is 0.096 m. The upper slope protection hollow square block 502 has the side length of 1.2 meters, the weight of 1.24 tons and the central part of 0.288 meter, and is a square hole communicated up and down. First PVC drain pipe 505 is located in last bank protection green ecological hollow square 501, ensures that the drainage is smooth and easy, satisfies the vegetation requirement. First planting soil 506 is filled in a first plant planting groove 503 of the upper slope protection green ecological hollow square block 501, and a first plant growing bag 507 needs to be wrapped outside the first planting soil 506, so that the planting soil is not lost under the action of wind waves, tides and the like, and the water and soil conservation requirement is met. Go up first unrestrained plant 508 that disappears that first plant planting groove 503 of the green ecological hollow square 501 of bank protection was planted and can use the liana of salt and alkali resistance as the characteristic, through the soft branch of liana, soften and decorate the stereoplasm structure, beautify and promote the ecological effect of view, specifically if: tamarix chinensis, paederia scandens, humifuse euphorbia herb, honeysuckle, suaeda salsa, radix asteris and the like. Go up the hollow square 501 of the green ecology of bank protection and go up the hollow square 502 below of bank protection and be first irritate building block stone bed course 509, its effect is the flattening domatic, satisfies the hollow square 501 of the green ecology of bank protection and goes up the hollow square 502 of bank protection and puts the requirement.
Claims (7)
1. The utility model provides a hollow square slope protection structure of green ecological seawall which characterized in that includes:
the geotextile (203) is laid on the outer slope of the dike body (100), and the bagged gravel cushion layer (202) is laid on the geotextile (203);
a riprap banket (201) constructed at the front edge of the dyke body (100) and a plain concrete ballast foot (200) arranged at the left side of the riprap banket (201);
the wave protection structure is constructed on the top of the outer slope surface of the dike body (100), the upper slope protection structure (500) is connected with the wave protection structure and constructed on the outer slope surface of the dike body (100), and the slope of the upper slope protection structure (500) is smaller than 1:1, construct lower slope protection structure (300) in dyke body (100) outer sloping surface bottom, slope of lower slope protection structure (300) is less than 1:1, set up on the outer domatic of dyke body (100) and be located go up the unrestrained platform (400) that disappears between slope protection structure (500) and lower slope protection structure (300).
2. The green ecological hollow square slope protection structure for seawalls, according to claim 1, is characterized in that: go up the hollow square (501) of the green ecology of last bank protection and go up hollow square (502) staggered arrangement of bank protection in slope protection structure (500), first irritate building block stone blanket (509) fill go up the hollow square (501) of the green ecology of bank protection and go up hollow square (502) below of bank protection, first irritate building block stone blanket (509) are located bagged rubble bedding course (202) top.
3. The green ecological hollow square slope protection structure for seawalls, according to claim 2, is characterized in that: the upper slope protection green ecological hollow square block (501) comprises:
a first planting soil (506) placed in the first plant planting groove (503) and wrapped by the first plant growing bag (507);
a first wave-dissipating plant (508) planted in the first planting soil (506);
a first bottom sealing plate (504) arranged at the bottom of the upper slope protection hollow square block (502) and the upper slope protection hollow square block (502).
4. The green ecological hollow square slope protection structure for seawalls, according to claim 1, is characterized in that: lower slope protection green ecological hollow square (301) and lower slope protection hollow square (302) staggered arrangement in slope protection structure (300) down, second irritate building block stone blanket (309) fill in lower slope protection green ecological hollow square (301) and lower slope protection hollow square (302) below, second irritate building block stone blanket (309) are located bagged rubble blanket (202) top.
5. The green ecological hollow square slope protection structure for seawalls, according to claim 4, is characterized in that: the lower slope protection green ecological hollow square block (301) comprises:
a second planting soil (306) placed in the second plant planting groove (303) and wrapped by a second plant growing bag (307);
a second wave-dissipating plant (308) planted in the second planting soil (306);
a second bottom sealing plate (304) arranged at the bottom of the lower slope protection hollow square block (302) and the lower slope protection hollow square block (302).
6. The green ecological hollow square slope protection structure for seawalls, according to claim 3, is characterized in that: the center of the first sealing bottom plate (504) is provided with a first PVC drain pipe (505).
7. The green ecological hollow square slope protection structure for seawalls, according to claim 5, is characterized in that: the center of the second bottom sealing plate (304) is provided with a second PVC drain pipe (305).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110808570.3A CN113481940A (en) | 2021-07-16 | 2021-07-16 | Green ecological hollow square slope protection structure of seawall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110808570.3A CN113481940A (en) | 2021-07-16 | 2021-07-16 | Green ecological hollow square slope protection structure of seawall |
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| Publication Number | Publication Date |
|---|---|
| CN113481940A true CN113481940A (en) | 2021-10-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110808570.3A Pending CN113481940A (en) | 2021-07-16 | 2021-07-16 | Green ecological hollow square slope protection structure of seawall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115553170A (en) * | 2022-09-15 | 2023-01-03 | 深圳中绿环境集团有限公司 | Method for constructing hardened seawall vegetation |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10240171A1 (en) * | 2002-08-30 | 2004-03-11 | Jens Shi | Flood protection dyke system inserts concrete wall deep into ground and of water-protective height plus grating stones to sides on gravel bed for grass etc to grow through as further dyke reinforcement and stability. |
| CN203383186U (en) * | 2013-06-06 | 2014-01-08 | 冯春敏 | Ecological embankment protection system |
| CN211006528U (en) * | 2019-08-31 | 2020-07-14 | 沈炼 | Hydraulic engineering design slope protection structure |
| CN111622179A (en) * | 2020-05-28 | 2020-09-04 | 上海市水利工程设计研究院有限公司 | Fence plate slope protection structure for ecological reconstruction of sea wall and construction method thereof |
-
2021
- 2021-07-16 CN CN202110808570.3A patent/CN113481940A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10240171A1 (en) * | 2002-08-30 | 2004-03-11 | Jens Shi | Flood protection dyke system inserts concrete wall deep into ground and of water-protective height plus grating stones to sides on gravel bed for grass etc to grow through as further dyke reinforcement and stability. |
| CN203383186U (en) * | 2013-06-06 | 2014-01-08 | 冯春敏 | Ecological embankment protection system |
| CN211006528U (en) * | 2019-08-31 | 2020-07-14 | 沈炼 | Hydraulic engineering design slope protection structure |
| CN111622179A (en) * | 2020-05-28 | 2020-09-04 | 上海市水利工程设计研究院有限公司 | Fence plate slope protection structure for ecological reconstruction of sea wall and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115553170A (en) * | 2022-09-15 | 2023-01-03 | 深圳中绿环境集团有限公司 | Method for constructing hardened seawall vegetation |
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Application publication date: 20211008 |