CN108330910A - Bank protection structure - Google Patents
Bank protection structure Download PDFInfo
- Publication number
- CN108330910A CN108330910A CN201810024082.1A CN201810024082A CN108330910A CN 108330910 A CN108330910 A CN 108330910A CN 201810024082 A CN201810024082 A CN 201810024082A CN 108330910 A CN108330910 A CN 108330910A
- Authority
- CN
- China
- Prior art keywords
- river
- slope
- ecological
- wall body
- bank
- 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.)
- Pending
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 29
- 239000004575 stone Substances 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 230000004069 differentiation Effects 0.000 abstract description 3
- 230000006378 damage Effects 0.000 description 6
- 230000008859 change Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000012010 growth Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000013316 zoning Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000007726 management method Methods 0.000 description 1
- 230000008635 plant growth Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
-
- 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
-
- 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
-
- 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
Abstract
The present invention provides a kind of bank protection structure being related to waterway revetment technical field, is set to the bank in the river, including：By slope in the sequentially connected river in bank in lateral river, shore protection barricade and ecological slope in river, the bottom end on ecological slope is higher than the top on slope in river, and slope and ecological slope are to be obliquely installed upwards in river；Shore protection barricade includes upper wall body and the lower wall body that is connect with the bottom end of upper wall body, and the bottom end of upper wall body connect with the bottom end on ecological slope, river bed of the lower wall body mounted on river.In the bank protection structure of the present invention, shore protection barricade separates slope in river and ecological slope, slope forms flood passage navigation area with river in river, ecological platform and ecological slope belong to ecoscape area, shore protection barricade separates flood passage navigation area and ecoscape differentiation, not only it ensure that the safety of the safety and bank protection structure of offshore traveling ship, but also the plant planted on ecological platform and ecological slope made to have the depth condition survived.
Description
Technical field
The present invention relates to waterway revetment technical fields, more particularly to a kind of bank protection structure.
Background technology
Traditional navigable river is generally only focused on navigation and is required, it is generally the case that the bank protection structure that the two sides in river are respectively provided with
Including shore protection barricade, the side inside the close river of shore protection barricade is equipped with platform and slight slope, the elevation one of shore protection barricade successively
As exceed ordinary water level and highest navigable stage, shore protection barricade prevents destruction of the ship wave to dike structure, to meet flood passage and anti-
Flood requires.
The two sides in river are provided with shore protection barricade and dyke, and shore protection barricade and dyke form safety assurance region, to ensure
River will not be destroyed after coming into operation；The navigation requirement for meeting different brackets boat is needed in the middle part of river, but it is safe
Ensure region and navigation region between platform and slight slope but without any difference structure or label.
Existing bank protection structure the problem is that：
1) function zoning of slight slope and platform is hard to tell, and causes to be inconvenient the management in river；
2) under navigable condition, since the function zoning of slight slope and platform is hard to tell, platform and slight slope flood under water, and
Can not direct visual finding, ship easily bottoms out in inshore navigation, platform is encountered, to hull itself and shore protection, flood control structure
It forms damage and causes great danger, jeopardize life and property safety of people in flood control zone；
3) since shore protection barricade is generally greater than, the ordinary water level water surface is more, and the land of river is made to cut off ecology completely between the water surface
Contact lacks the changeover portion of natural river course natural sparse model, lacks natural river course Ecological Property, and the ecosystem and bio-diversity meet with
It is destroyed to very big.
Invention content
In view of the foregoing deficiencies of prior art, the technical problem to be solved in the present invention is that providing one kind disclosure satisfy that
Ecology is opened the navigation or air flight, the bank protection structure of flood control structure and safety.
In order to solve the above technical problem, the present invention provides a kind of bank protection structures, are set to the bank in the river, packet
It includes：By slope in the sequentially connected river in bank in the lateral river, shore protection barricade and ecological slope, institute in the river
State the top of the bottom end on ecological slope higher than slope in the river, slope and the ecological slope are upward in the river
It is obliquely installed；The shore protection barricade includes upper wall body and the lower wall body that is connect with the bottom end of the upper wall body, it is described on
The bottom end of portion's wall is connect with the bottom end on the ecological slope, and the lower wall body is mounted on the river bed in the river.
Preferably, the upper wall body is equipped with the Water permeable body that the ecological slope is passed through for the flow in the river.
Preferably, the top of the upper wall body is equipped with warning mark part.
Preferably, the lower wall body includes lower walls body, the bottom on the top and the upper wall body of the lower walls body
End connection, the bottom end of the lower walls body are connect with lower raft, and the bottom surface of the lower raft is equipped with foundation pile, the base
Plinth stake is mounted on the river bed in the river.
Preferably, the bank protection structure further includes ecological platform, and the ecology platform is in the shore protection barricade and institute
Between stating ecological slope, one end of the ecology platform is connect with the bottom end of the upper wall body, the ecological platform it is another
The bottom end with the ecological slope is held to connect.
Further, kind is implanted with water plant and terrestrial plant on the ecological slope and the ecological platform.
Preferably, the bank protection structure further includes flood control structure, and the flood control structure is set to the ecological slope
Side far from the shore protection barricade, the flood control structure are connect with the top on the ecological slope.
Further, the flood control structure is the structure for being backfilled by native stone and being formed.
Preferably, the elevation close to the side of the shore protection barricade on slope is less than or equal to the river in the river
The elevation of minimum navigable depth.
Further, in the river river inner platform is additionally provided between slope and the shore protection barricade.
As described above, the bank protection structure of the present invention, has the advantages that：
1) shore protection barricade separates slope in river and ecological slope, and slope forms flood passage navigation with river in river
Area, ecological slope belong to ecoscape area, and shore protection barricade separates flood passage navigation area and ecoscape differentiation, both ensure that offshore
The safety of the safety and bank protection structure of ship is travelled, and the plant planted on ecological slope is made to have the depth condition survived；
2) functional area in the structure characteristics of compact layout in bank protection structure of the invention, flood passage navigation area and ecoscape area is drawn
Distinguish clear, clear-cut is not overlapped；
3) upper wall body is equipped with the Water permeable body that ecological slope is passed through for the flow in the river so that upper wall body energy
It enough slackens ship wave and has pervious function, while the elevation of ecological platform should be less than the elevation of ordinary water level, ensure that shore protection is kept off
The ecological slope of wall side is exchanged with the water body in the river of the shore protection barricade other side, is conducive to the growth of water plant；
4) since ecological slope is between shore protection barricade and flood control structure so that from two different angles land and waterborne
The scenery on ecological slope can be watched.
5) top of upper wall body is equipped with warning mark part, is hit to shore protection barricade in capable of effectively avoiding ship from travelling
It breaks up bad.
Description of the drawings
Fig. 1 is shown as the structural schematic diagram of the bank protection structure of embodiment 1.
Fig. 2 is shown as the structural schematic diagram of the bank protection structure of embodiment 2.
Drawing reference numeral explanation
100 rivers
200 slopes in river
300 shore protection barricades
310 upper wall bodies
311 Water permeable bodies
312 warning mark parts
320 lower wall bodies
321 lower walls bodies
322 lower rafts
323 foundation piles
400 ecological slopes
500 ecological platforms
610 water plants
620 terrestrial plants
700 flood control structures
800 river inner platforms
Specific implementation mode
Illustrate that embodiments of the present invention, those skilled in the art can be by this explanations by particular specific embodiment below
Content disclosed by book understands other advantages and effect of the present invention easily.
Please refer to attached drawing.It should be clear that structure, ratio, size etc. depicted in this specification institute accompanying drawings, only coordinating
It is enforceable to be not limited to the present invention so that those skilled in the art understands and reads for the revealed content of specification
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
It does not influence under the effect of present invention can be generated and the purpose that can reach, should all still fall in disclosed technology contents
It obtains in the range of capable of covering.Meanwhile cited such as "upper", "lower", "left", "right", " centre " and " one " in this specification
Term, be merely convenient to being illustrated for narration, rather than to limit the scope of the invention, the change of relativeness or
Adjustment, in the case where changing technology contents without essence, when being also considered as the enforceable scope of the present invention.
Embodiment 1
As shown in Figure 1, the bank protection structure of the present embodiment, is set to the bank of the arbitrary side in river 100；Bank protection structure,
Including：
By slope 200, shore protection barricade 300 and life in the sequentially connected river in bank in lateral river 100 in river 100
State slope 400, the bottom end on ecological slope 400 is higher than the top on slope 200 in river, slope 200 and ecological slope 400 in river
It is to be obliquely installed upwards；
Shore protection barricade 300 includes upper wall body 310 and the lower wall body 320 being connect with the bottom end of upper wall body 310, top
The bottom end of wall 310 is connect with the bottom end on ecological slope 400, and lower wall body 320 is mounted on the river bed in river 100.
Since shore protection barricade 300 is set in river between slope 200 and ecological slope 400, the elevation of upper wall body 310
Higher than the bottom end on ecological slope 400, so, shore protection barricade 300 separates slope in river 200 and ecological slope 400, river
Interior slope 200 and river 100 form flood passage and open the navigation or air flight area, and ecological slope 400 belongs to ecoscape area, and shore protection barricade 300 is by flood passage
Navigation area and ecoscape differentiation separate, and not only ensure that the safety of the safety and bank protection structure of offshore traveling ship, but also make life
The plant planted on state slope 400 has the depth condition survived.Structure characteristics of compact layout in the bank protection structure of the present invention, flood passage
The functional regional division in navigation area and ecoscape area is clear, and clear-cut is not overlapped.
Upper wall body 310 is equipped with the Water permeable body 311 that ecological slope 400 is passed through for the flow in river 100.Upper wall body
310 are equipped with the Water permeable body 311 that ecological slope 400 is passed through for the flow in river 100 so that upper wall body 310 has permeable
Performance ensure that the ecological slope 400 of 300 side of shore protection barricade and the water body in the river 100 of 300 other side of shore protection barricade
It exchanges, is conducive to the growth of water plant 610.In the present embodiment, Water permeable body 311 is reinforced gabion, TGXG or is set to
More than 310 a permeable hole of upper wall body etc..
The top of upper wall body 310 is equipped with warning mark part 312.The top of upper wall body 310 is equipped with warning mark
Part 312, to the impact damage of shore protection barricade 300 in capable of effectively avoiding ship from travelling.
Bank protection structure, further includes flood control structure 700, and flood control structure 700 is set to the shore protection barricade 300 on ecological slope 400
Side, flood control structure 700 connect with the top on ecological slope 400.Since ecological slope 400 is in shore protection barricade 300 and prevents
Between big vast structure 700 so that the scenery on ecological slope 400 can be watched from two different angles land and waterborne.Flood control structure
It can be used in vehicle on 700 to pass through.Civic building can be arranged in the side far from ecological slope 400 of flood control structure 700.
Flood control structure 700 is the structure for being backfilled by native stone and being formed.The structure enables the surface of flood control structure 700 to be laid with
Traffic is convenient on road surface.
Lower wall body 320 includes lower walls body 321, and the top of lower walls body 321 is connect with the bottom end of upper wall body 310,
The bottom end of lower walls body 321 is connect with lower raft 322, and the bottom surface of lower raft 322 is equipped with foundation pile 323, foundation pile 323
River bed mounted on river 100.The structure enables lower wall body 320 to be stably installed at river bed, and is supplied in river
The support force that slope 200 and ecological slope 400 are stablized.
Bank protection structure, further includes ecological platform 500, ecological platform 500 be in shore protection barricade 300 and ecological slope 400 it
Between, one end of ecological platform 500 is connect with the bottom end of upper wall body 310, the other end of ecological platform 500 and ecological slope 400
Bottom end connection.The setting of ecological platform 500 is so that the ecological platform 500 and shore protection barricade 300 of 300 side of shore protection barricade are another
The exchange of water body in the river 100 of side can effectively facilitate ecological platform 500 since ecological platform 500 is parallel with horizontal plane
The growth of water plant 610.
Kind is implanted with water plant 610 and terrestrial plant 620 on ecological slope 400 and ecological platform 500.Ecological slope
400 and ecological platform 500 belong to ecoscape area, due to ecoscape area be in shore protection barricade 300 and flood control structure 700 it
Between, make that between the water body and land in river 100 connection can be formed, ecoscape area kind is implanted with water plant 610 and terrestrial is planted
Object 620, ensure that ecological environment.
The elevation of the side of the close shore protection barricade 300 on slope 200 is less than or equal to the minimum navigation water in river 100 in river
Deep elevation.The structure can ensure that the water in river 100 is shallower or ship is pulled in shore not easily causing when driving and be bottomed out and to shield
The damage of bank structure.
Embodiment 2
As shown in Fig. 2, the present embodiment is with embodiment 1, difference lies in river between slope 200 and shore protection barricade 300
It is additionally provided with river inner platform 800.River inner platform 800 makes have interval between slope 200 in shore protection barricade 300 and river, avoids
Damage of the ship to bank protection structure.
The present invention can ensure that, in lowest navigable stage, ship is unlikely to bottom out damage when passing through along river bank,
It can guarantee that ecological vegetable is survived with certain depth of water variable domain again so that the functions such as flood control, ecoscape, flood passage navigation are real
It is existing, and functional area boundary can divide clearly.The plant growth depth of water environment in ecoscape area is suitable, and easily plantation survives.
To sum up, the present invention effectively overcomes various shortcoming in the prior art and has high industrial utilization.
The above-described embodiments merely illustrate the principles and effects of the present invention, and is not intended to limit the present invention.It is any ripe
The personage for knowing this technology can all carry out modifications and changes to above-described embodiment without violating the spirit and scope of the present invention.Cause
This, institute is complete without departing from the spirit and technical ideas disclosed in the present invention by those of ordinary skill in the art such as
At all equivalent modifications or change, should by the present invention claim be covered.
Claims (10)
1. a kind of bank protection structure is set to the bank of the river (100), which is characterized in that including：
By slope (200), shore protection in the sequentially connected river in bank of the interior lateral river (100) of the river (100)
The bottom end of barricade (300) and ecological slope (400), the ecology slope (400) is higher than the top on slope (200) in the river
It holds, slope (200) and the ecological slope (400) are to be obliquely installed upwards in the river；
The shore protection barricade (300) includes upper wall body (310) and the lower walls that are connect with the bottom end of the upper wall body (310)
Body (320), the bottom end of the upper wall body (310) are connect with the bottom end of the ecological slope (400), the lower wall body
(320) it is mounted on the river bed of the river (100).
2. bank protection structure according to claim 1, it is characterised in that：The upper wall body (310), which is equipped with, supplies the river
Flow in road (100) is passed through the Water permeable body (311) of the ecological slope (400).
3. bank protection structure according to claim 1, it is characterised in that：The top of the upper wall body (310) is equipped with police
Show mark piece (312).
4. bank protection structure according to claim 1, it is characterised in that：The lower wall body (320) includes lower walls body
(321), the top of the lower walls body (321) is connect with the bottom end of the upper wall body (310), the lower walls body (321)
Bottom end connect with lower raft (322), the bottom surface of the lower raft (322) is equipped with foundation pile (323), the foundation pile
(323) it is mounted on the river bed of the river (100).
5. bank protection structure according to claim 1, it is characterised in that：Further include ecological platform (500), the ecology platform
(500) it is between the shore protection barricade (300) and the ecological slope (400), one end of the ecology platform (500) and institute
State the bottom end connection of upper wall body (310), the bottom end of the other end of the ecology platform (500) and the ecological slope (400)
Connection.
6. bank protection structure according to claim 5, it is characterised in that：The ecology slope (400) and the ecological platform
(500) kind is implanted with water plant (610) and terrestrial plant (620) on.
7. bank protection structure according to claim 1, it is characterised in that：Further include flood control structure (700), the flood control structure
(700) be set to the side far from the shore protection barricade (300) of the ecological slope (400), the flood control structure (700) with
The top connection of the ecology slope (400).
8. bank protection structure according to claim 7, it is characterised in that：The flood control structure (700) be backfilled by native stone and
The structure of formation.
9. bank protection structure according to claim 1, it is characterised in that：The close shield of slope (200) in the river
The elevation of the side of bank barricade (300) is less than or equal to the elevation of the minimum navigable depth of the river (100).
10. bank protection structure according to claim 9, it is characterised in that：Slope (200) are kept off with the shore protection in the river
River inner platform (800) is additionally provided between wall (300).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024082.1A CN108330910A (en) | 2018-01-10 | 2018-01-10 | Bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810024082.1A CN108330910A (en) | 2018-01-10 | 2018-01-10 | Bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108330910A true CN108330910A (en) | 2018-07-27 |
Family
ID=62923482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810024082.1A Pending CN108330910A (en) | 2018-01-10 | 2018-01-10 | Bank protection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108330910A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230289A (en) * | 2019-07-11 | 2019-09-13 | 上海勘测设计研究院有限公司 | The at village level river combined type ecological bank protection structure in town |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101012644A (en) * | 2007-01-08 | 2007-08-08 | 陈春红 | Slope type ecological revetment with retaining wall |
| TW201114983A (en) * | 2009-10-16 | 2011-05-01 | Univ Ching Yun | Grid wall structure used in civil engineering and construction method thereof |
| CN202830873U (en) * | 2012-09-22 | 2013-03-27 | 中国海洋大学 | Separated type dock wave eliminating wall |
| CN103469814A (en) * | 2013-09-24 | 2013-12-25 | 兰州理工大学 | Novel barricade supporting structure for road or river bank dam and construction method thereof |
| CN206189340U (en) * | 2016-09-22 | 2017-05-24 | 上海市水利工程设计研究院有限公司 | Structure is reformed transform to ecologization shore protection that grouts a stone barricade |
| CN107503323A (en) * | 2017-08-24 | 2017-12-22 | 宁波市产城生态建设集团有限公司 | A kind of method of construction of ecological revetment |
| CN207685792U (en) * | 2018-01-10 | 2018-08-03 | 上海勘测设计研究院有限公司 | Bank protection structure |
-
2018
- 2018-01-10 CN CN201810024082.1A patent/CN108330910A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101012644A (en) * | 2007-01-08 | 2007-08-08 | 陈春红 | Slope type ecological revetment with retaining wall |
| TW201114983A (en) * | 2009-10-16 | 2011-05-01 | Univ Ching Yun | Grid wall structure used in civil engineering and construction method thereof |
| CN202830873U (en) * | 2012-09-22 | 2013-03-27 | 中国海洋大学 | Separated type dock wave eliminating wall |
| CN103469814A (en) * | 2013-09-24 | 2013-12-25 | 兰州理工大学 | Novel barricade supporting structure for road or river bank dam and construction method thereof |
| CN206189340U (en) * | 2016-09-22 | 2017-05-24 | 上海市水利工程设计研究院有限公司 | Structure is reformed transform to ecologization shore protection that grouts a stone barricade |
| CN107503323A (en) * | 2017-08-24 | 2017-12-22 | 宁波市产城生态建设集团有限公司 | A kind of method of construction of ecological revetment |
| CN207685792U (en) * | 2018-01-10 | 2018-08-03 | 上海勘测设计研究院有限公司 | Bank protection structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110230289A (en) * | 2019-07-11 | 2019-09-13 | 上海勘测设计研究院有限公司 | The at village level river combined type ecological bank protection structure in town |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Fischetti | Drowning new orleans | |
| RU2068473C1 (en) | Apparatus for soils erosion control | |
| CN202369965U (en) | Controllable floating type wave absorbing assembly for floating, semi-submersible and submersible type breakwaters | |
| US20090154996A1 (en) | Shoreline and Coastal Protection and Rebuilding Apparatus and Method | |
| CN101220584A (en) | Slope type ecological shore protection with block wall | |
| CN203846447U (en) | Riverside ecological multi-dimensional circulating wet land slow-flow infiltration type pollutant intercepting system | |
| US8747023B1 (en) | Wave energy absorbing self-deployable wave break system | |
| US8979427B2 (en) | Coastal recovery utilizing repositionable shoal module | |
| CN208763045U (en) | Multi-functional caisson foundation structure | |
| CN207685792U (en) | Bank protection structure | |
| CN108330910A (en) | Bank protection structure | |
| CN207891826U (en) | Bank protection structure suitable for flood passage, flood control and navigable river | |
| CN207714254U (en) | A kind of shore protection floating grid formula wave attenuating device and bank protection structure | |
| CN206279509U (en) | A kind of river channel ecology environmental protection prosthetic device | |
| CN106609506A (en) | Method for sea reclamation by using caissons | |
| US5823714A (en) | Universal, environmentally safe, modular caisson systems and caisson mudules for use therewith | |
| CN108677869A (en) | Bank protection structure suitable for flood passage, flood control and navigable river | |
| KR20100116895A (en) | Stiff vegitation model for preventing sand movement and beach erosion and method for arrangement of stiff vegitation model | |
| CN207260063U (en) | Multifunctional ecological sea wall structure system | |
| JP4550231B2 (en) | Bottom sediment movement control method | |
| CN204185819U (en) | Honeycomb dykes and dams shore protection component | |
| KR101673473B1 (en) | Coastal erosion Coastal Structures double proof | |
| CN102535390B (en) | Construction method of anti-wave-type offshore platform | |
| JPH02299525A (en) | Method for forming artificial upwelling flow | |
| JP2012241320A (en) | Tsunami protection breakwater |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |