CN110344366A - A kind of shore protection floating grid formula wave attenuating device and bank protection structure - Google Patents
A kind of shore protection floating grid formula wave attenuating device and bank protection structure Download PDFInfo
- Publication number
- CN110344366A CN110344366A CN201810299288.5A CN201810299288A CN110344366A CN 110344366 A CN110344366 A CN 110344366A CN 201810299288 A CN201810299288 A CN 201810299288A CN 110344366 A CN110344366 A CN 110344366A
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- river
- shore protection
- section pipe
- floating grid
- attenuating device
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- 230000004224 protection Effects 0.000 title claims abstract description 92
- 238000007667 floating Methods 0.000 title claims abstract description 44
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 58
- 241000216843 Ursus arctos horribilis Species 0.000 claims abstract description 13
- 238000003780 insertion Methods 0.000 claims abstract description 10
- 230000037431 insertion Effects 0.000 claims abstract description 10
- 238000004873 anchoring Methods 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 230000008859 change Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 235000013311 vegetables Nutrition 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000032696 parturition Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000003643 water by type Substances 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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
-
- 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
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)
- Revetment (AREA)
Abstract
The present invention provides a kind of shore protection floating grid formula wave attenuating device, including the Fuliang extended before and after river extending direction, the grizzly bar component that multiple groups are arranged before and after Fuliang length direction, and it is formed in the permeable unrestrained channel that disappears between two adjacent groups grizzly bar component, every group of grizzly bar component all includes the upper section pipe that Fuliang is fixed in upper end, and the lower section pipe on shore protection top is fixed in lower end, in the lower section pipe of the lower end insertion of upper section pipe, and it can be moved up and down in lower section pipe, Fuliang changes the length in the lower section pipe of section pipe insertion with the variation of river water level, the permeable unrestrained channel that disappears is for being connected to the river water surface and river land-based area.The application is in the case where guaranteeing navigation, so that wave attenuating device height is changed with fluctuation of water table, guarantees that river cross-section has preferable landscape；Being realized by the permeable unrestrained channel that disappears can also will be connected to while disappearing wave between the river water surface and river land-based area, and water body sufficiently exchanges between the two, guarantees the ecological linkage between the river water surface and river land-based area.
Description
Technical field
The present invention relates to River Design fields, more particularly to a kind of shore protection floating grid formula wave attenuating device and have shield
The bank protection structure of bank floating grid formula wave attenuating device.
Background technique
Traditional navigable river is generally only focused on navigation and is required, it may be assumed that high retaining wall type bank protection structure, high gear is all arranged in navigation channel two sides
Wall bank protection structure is made of shore protection with the straight barricade for being located at shore protection top, and straight barricade crest level generally exceeds the ordinary water level in river
And wall rear platform, for the wave that disappears, be provided with dyke after shore protection, meet flood passage and flood control requires.Above-mentioned high retaining wall type bank protection structure
In disappeared wave by the realization of straight barricade, this unrestrained section design that disappears has the following problems:
1, since straight barricade is generally greater than, the water surface is more, thus straight barricade do it is very high so that between river land-based area and the water surface
Ecological linkage is cut off completely, lacks the changeover portion of natural river course natural sparse model.This design lacks natural river course Ecological Property, makes
Water body can not exchange after obtaining the wall front wall of straight barricade, and the ecosystem and bio-diversity are greatly destroyed.
2, under navigable condition, straight barricade water blocking wave absorption is leaned on merely, causes straight barricade excessively high, to ensure that straight barricade stablizes peace
Entirely, it need to additionally increase investment, increase cost.
3, river cross-section is single, and landscape effect is poor.
Summary of the invention
In view of the foregoing deficiencies of prior art, disappear wave the purpose of the present invention is to provide a kind of shore protection floating grid formula
Device, height change with SEA LEVEL VARIATION, moreover it is possible to so that river land-based area is exchanged with progress water body between the water surface.
To achieve the above object, the present invention provides a kind of shore protection floating grid formula wave attenuating device, is installed in positioned at a river left side
The top of the shore protection of right two sides, the shore protection floating grid formula wave attenuating device include the floating of the extension before and after river extending direction
The grizzly bar component and be formed between two adjacent groups grizzly bar component and control that beam, multiple groups are arranged before and after Fuliang length direction
The permeable unrestrained channel that disappears of perforation, every group of grizzly bar component all include that the upper section pipe of Fuliang is fixed on and shield is fixed in lower end in upper end
The lower section pipe on bank top, the lower end insertion of the upper section pipe is lower to be saved in pipe and can move up and down in lower section pipe, the Fuliang
Change the length in the lower section pipe of section pipe insertion with the variation of river water level, the permeable unrestrained channel that disappears is for being connected to river
The water surface and river land-based area.
Preferably, the Fuliang is hollow steel pipe.
Preferably, the upper section pipe and lower section Guan Douwei steel member.
Further, shore protection floating grid formula wave attenuating device further includes the anchoring assembly for being located at lower section pipe lower end, the anchor
Gu component makes the lower end of lower section pipe be fixed on the top of shore protection；The anchoring assembly includes the connection for being fixed on lower section pipe lower end
Plate and the anchor bolt being threaded through in connecting plate, the anchor bolt is for mutually fixing connecting plate with shore protection.
The present invention also provides a kind of bank protection structures, and including being located at the shore protection at left and right sides of river, the top of the shore protection is solid
Equipped with shore protection floating grid formula wave attenuating device as described above.
Further, bank protection structure further includes the flood control structure being installed on the outside of shore protection, and the upper end of the flood control structure is set
There is neighbour in the water balcony of shore protection floating grid formula wave attenuating device and on the outside of the water balcony and inclined upward prolongs outward
The slope stretched, the water balcony and slope are all located in river land-based area, are both provided with ecology on the water balcony and slope
Landscape Region.
Preferably, the ecoscape area has at least one of water plant, trees and the terrestrial plant of plantation.
Preferably, the ecoscape area has benthon.
Preferably, the shore protection includes bottom plate and the wall that is located on bottom plate, and the wall is concrete structure or stone-laying
Structure.
As described above, shore protection floating grid formula wave attenuating device of the present invention and bank protection structure, have below beneficial to effect
Fruit:
The application is in the case where guaranteeing navigation, so that wave attenuating device height is changed with fluctuation of water table, to eliminate shipping agency
Wave washes away ecoscape plant, guarantees that river cross-section has preferable landscape；Particularly, the application passes through the permeable wave that disappears
Channel is realized can also will be connected to while disappearing wave between the river water surface and river land-based area, and water body sufficiently exchanges between the two, guarantee
Ecological linkage between the river water surface and river land-based area.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of bank protection structure in the application, which is main view visual angle.
Fig. 2 is the structural schematic diagram of shore protection floating grid formula wave attenuating device in the application, which is side view visual angle.
Component label instructions
1 river
The 11 river waters surface
12 riverbeds
2 shore protections
21 bottom plates
22 walls
3 shore protection floating grid formula wave attenuating devices
31 Fuliangs
The 32 permeable unrestrained channels that disappear
Pipe is saved on 33
34 lower section pipes
35 connecting plates
36 anchor bolts
4 river land-based areas
5 ecoscape areas
6 flood control structures
61 water balconies
62 slopes
Specific embodiment
Embodiments of the present invention are illustrated by particular specific embodiment below, those skilled in the art can be by this explanation
Content disclosed by book is understood other advantages and efficacy of the present invention easily.
It should be clear that structure, ratio, size etc. that this specification attached drawing is drawn, only to cooperate specification revealed interior
Hold, so that those skilled in the art understands and reads, is not intended to limit the invention enforceable qualifications, therefore does not have skill
Essential meaning in art, the modification of any structure, the change of proportionate relationship or the adjustment of size can be produced not influencing the present invention
Under raw effect and the purpose that can reach, should all still it fall in the range of disclosed technology contents can cover.Together
When, cited such as "upper" in this specification, "lower", "left", "right", " centre " and " one " term, be merely convenient to chat
It states clearly, rather than to limit the scope of the invention, relativeness is altered or modified, and is changing technology without essence
It inside holds, when being also considered as the enforceable scope of the present invention.
The application provides a kind of bank protection structure, as shown in Figure 1, the bank protection structure includes the shore protection of 1 left and right sides of river
2 and it is installed in the shore protection floating grid formula wave attenuating device 3 on 2 top of shore protection, the shore protection floating grid formula wave attenuating device 3
Height can change with the height of 1 water level of river and change up and down, suitable for opening the navigation or air flight and having flood passage, flood control, landscape, ecology etc. to want
The River Design asked.Specifically, as depicted in figs. 1 and 2, the shore protection floating grid formula wave attenuating device 3 includes extending along river 1
Grizzly bar component that the Fuliang 31 that extends before and after direction, multiple groups are arranged before and after 31 length direction of Fuliang and it is formed in adjacent two
Between the group grizzly bar component and permeable unrestrained channel 32 that disappears of left and right perforation, every group of grizzly bar component all includes that Fuliang 31 is fixed in upper end
The lower section pipe 34 on 2 top of shore protection is fixed in upper section pipe 33 and lower end, in the lower section pipe 34 of lower end insertion of the upper section pipe 33,
And can be moved up and down in lower section pipe 34, the permeable unrestrained channel 32 that disappears is for being connected to the urban river water being located on the inside of wave attenuating device
Face 11 and the river land-based area 4 on the outside of wave attenuating device.Ecoscape area 5, ecoscape area are provided in the river land-based area 4
5 are made of plantations such as water plant, trees and terrestrial plants, and ecoscape area 5 also can have benthon.The river 1
Can be flood passage navigable river, the shore protection floating grid formula wave attenuating device 3 be located at flood passage navigable river and ecoscape area 5 it
Between, simultaneously be located at shore protection 2 upper end.
This application involves shore protection floating grid formula wave attenuating device 3 and have the shore protection floating grid formula wave attenuating device 3
Bank protection structure in, under the action of water buoyancy Fuliang 31 is floated on 1 liquid level of river in river 1, and Fuliang 31 also with
The variation of 1 water level of river and rise and fall up and down；When 1 water level of river increases, then 1 liquid level of river increases, and Fuliang 31 drives and saves
Pipe 33 floats together, then the length in the upper lower section pipe 34 of section pipe 33 insertion reduces, the height of shore protection floating grid formula wave attenuating device 3
Increase；When 1 water level of river reduces, then 1 liquid level of river reduces, and Fuliang 31 drives section pipe 33 to float downward together, then upper to save pipe 33
Length in the lower section pipe 34 of insertion increases, and the height of shore protection floating grid formula wave attenuating device 3 reduces.Therefore, above-mentioned shore protection floats
In grating type wave attenuating device 3, the Fuliang 31 plays the role of floating body, and Fuliang 31 makes the length in the lower section pipe 34 of the insertion of section pipe 33
Degree changes with the variation of 1 water level of river, so that the height of shore protection floating grid formula wave attenuating device 3 becomes with fluctuation of water table
It is dynamic, it is washed away with eliminating ship wave to ecoscape plant, guarantees that river cross-section has preferable landscape.Further, exist
In the case where guaranteeing navigation, the permeable unrestrained channel 32 that disappears being formed between two adjacent groups grizzly bar component can cleave, and play preferably
Wave damping effect；Also, the permeable unrestrained channel 32 that disappears will be connected between the river water surface 11 and river land-based area 4, form shore protection floating lattice
The permeable structure of grating wave attenuating device 3 enables water body between the river water surface 11 and river land-based area 4 sufficiently to exchange, and is located at river
Road land-based area 4 is interior, constitute the water plant in ecoscape area 5 and trees survive with certain depth of water variable domain, is effectively ensured
The natural attribute and shore protection floating grid formula wave attenuating device 3 of ecological linkage, river 1 between the river water surface 11 and river land-based area 4
Inside and outside the ecosystem and bio-diversity.
As shown in Figure 1, bank protection structure further includes the flood control structure 6 for being installed in the outside of shore protection 2, the flood control structure 6 it is upper
End is equipped with neighbour in the water balcony 61 of shore protection floating grid formula wave attenuating device 3 and is located on the outside of water balcony 61 and outside
The slope 62 that inclined upward extends, the water balcony 61 and slope 62 are all located in river land-based area 4,61 He of water balcony
The ecoscape area 5 is both provided on slope 62, so that flood control structure 6 is connected with ecoscape area 5.The flood control structure 6
Preferably rock structure, You Tushi placement in layers form.The shore protection 2 includes bottom plate 21 and the wall 22 being located on bottom plate 21,
The wall 22 is concrete structure or stone-laying structure.It dredges in addition, the riverbed 12 in the river 1 can be opened up to design altitude, river
The inclined-plane that plane or stabling slope can be used with shore protection 2 in bed 12 is connect.
Further, the shore protection floating grid formula wave attenuating device 3 is steel construction, therefore Fuliang 31 is hollow steel pipe, on
Saving pipe 33 and lower section pipe 34 is all steel member.As shown in Fig. 2, shore protection floating grid formula wave attenuating device 3 further includes being located at lower section pipe
The anchoring assembly of 34 lower ends, the anchoring assembly make the lower end of lower section pipe 34 be fixed on the top of shore protection 2；The anchoring assembly packet
The connecting plate 35 and anchor bolt 36 for being fixed on lower 34 lower end of section pipe, the connecting plate 35 and shore protection 2 is included to connect using anchor bolt 36 is fixed
It connects, and then repairs and replace according to service condition convenient for shore protection floating grid formula wave attenuating device 3.
In conclusion this application involves shore protection floating grid formula wave attenuating device 3 and have the shore protection floating grid formula disappear
The bank protection structure of unrestrained device 3 has the advantage that
1, guarantee navigation in the case where, the height of shore protection floating grid formula wave attenuating device 3 with the variation of 1 water level of river and
It changes, is connected to water body in ordinary water level, can cut down, eliminate ship wave ecoscape plant is washed away, convenient for giving birth to
State landscape plant with aquatic length, and have preferable landscape.
2, shore protection floating grid formula wave attenuating device 3 has permeable structure, so that inside and outside shore protection floating grid formula wave attenuating device 3
Water body sufficiently exchanges between the river water surface 11 and river land-based area 4 of two sides, the water balcony 61 of 6 upper end of flood control structure and slope 62
The ecological vegetable of upper plantation is survived with certain depth of water variable domain, and depth of water environment needed for guaranteeing ecological vegetable growth is suitable
Preferably, be conducive to the growth of ecological vegetable, ecological vegetable is easily planted and survived.
3, shore protection floating grid formula wave attenuating device 3 and shore protection 2 are connect using anchor bolt 36, it is convenient to according to service condition into
Row maintenance and replacement.
So the present invention effectively overcomes various shortcoming in the prior art and has high industrial utilization value.
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 all without departing from the spirit and scope of the present invention, carries out modifications and changes to above-described embodiment.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 be covered by the claims of the present invention.
Claims (9)
1. a kind of shore protection floating grid formula wave attenuating device is installed in the top of the shore protection (2) at left and right sides of river (1),
Be characterized in that: the shore protection floating grid formula wave attenuating device (3) includes the Fuliang extended before and after river (1) extending direction
(31), the grizzly bar component and be formed between two adjacent groups grizzly bar component that multiple groups are arranged before and after Fuliang (31) length direction
And permeable the disappearing unrestrained channel (32) of left and right perforation, every group of grizzly bar component all includes the upper section pipe that Fuliang (31) is fixed in upper end
(33) and the lower section pipe (34) on shore protection (2) top, the lower section pipe (34) of lower end insertion of the upper section pipe (33) are fixed in lower end
In and can be moved up and down in lower section pipe (34), the Fuliang (31) makes the length in the lower section pipe (34) of section pipe (33) insertion
Degree changes with the variation of river (1) water level, and described permeable disappear unrestrained channel (32) are for being connected to the river water surface (11) and river land
Domain (4).
2. shore protection floating grid formula wave attenuating device according to claim 1, it is characterised in that: the Fuliang (31) is hollow
Steel pipe.
3. shore protection floating grid formula wave attenuating device according to claim 1, it is characterised in that: the upper section pipe (33) and under
Section pipe (34) is all steel member.
4. shore protection floating grid formula wave attenuating device according to claim 1, it is characterised in that: further include being located at lower section pipe
(34) anchoring assembly of lower end, the anchoring assembly make the lower end of lower section pipe (34) be fixed on the tops of shore protection (2)；The anchoring
Component includes the anchor bolt (36) for being fixed on the connecting plate (35) of lower section pipe (34) lower end and being threaded through in connecting plate (35), institute
Anchor bolt (36) are stated for mutually fixing connecting plate (35) with shore protection (2).
5. a kind of bank protection structure, including being located at the shore protection (2) at left and right sides of river (1), it is characterised in that: the shore protection (2)
Top is installed with the described in any item shore protection floating grid formula wave attenuating devices (3) of claim 1-4.
6. bank protection structure according to claim 5, it is characterised in that: further include the flood control knot being installed on the outside of shore protection (2)
Structure (6), the upper end of the flood control structure (6) be equipped with neighbour in shore protection floating grid formula wave attenuating device (3) water balcony (61),
And it is located at the slope (62) that on the outside of water balcony (61) and inclined upward extends outward, the water balcony (61) and slope
(62) it is all located in river land-based area (4), is both provided with ecoscape area (5) on the water balcony (61) and slope (62).
7. bank protection structure according to claim 6, it is characterised in that: the ecoscape area (5) has the aquatic of plantation
At least one of plant, trees and terrestrial plant.
8. bank protection structure according to claim 6, it is characterised in that: the ecoscape area (5) has benthon.
9. bank protection structure according to claim 5, it is characterised in that: the shore protection (2) includes bottom plate (21) and is located at bottom
Wall (22) on plate (21), the wall (22) are concrete structure or stone-laying structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810299288.5A CN110344366B (en) | 2018-04-04 | 2018-04-04 | Floating grid type wave eliminating device for revetment and revetment structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810299288.5A CN110344366B (en) | 2018-04-04 | 2018-04-04 | Floating grid type wave eliminating device for revetment and revetment structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110344366A true CN110344366A (en) | 2019-10-18 |
| CN110344366B CN110344366B (en) | 2024-03-08 |
Family
ID=68173751
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810299288.5A Active CN110344366B (en) | 2018-04-04 | 2018-04-04 | Floating grid type wave eliminating device for revetment and revetment structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110344366B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| CN114438961A (en) * | 2020-11-05 | 2022-05-06 | 深圳市东深工程有限公司 | Assembled ecological case structure and ecological barricade system |
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| CN207714254U (en) * | 2018-04-04 | 2018-08-10 | 上海勘测设计研究院有限公司 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH06108431A (en) * | 1992-09-25 | 1994-04-19 | Hitachi Zosen Corp | Floating wave dissipation levee |
| KR100922626B1 (en) * | 2009-05-25 | 2009-10-21 | 주식회사 홍익기술단 | An inclination adjustment having nature-friendly movement way |
| JP2011202344A (en) * | 2010-03-24 | 2011-10-13 | Nishimatsu Constr Co Ltd | Revetment installed with floating body with sinker and weight |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110747806A (en) * | 2019-11-04 | 2020-02-04 | 上海勘测设计研究院有限公司 | Sheet pile element and prefabricated ecological revetment structure |
| CN114438961A (en) * | 2020-11-05 | 2022-05-06 | 深圳市东深工程有限公司 | Assembled ecological case structure and ecological barricade system |
| CN114438961B (en) * | 2020-11-05 | 2023-09-22 | 深圳市东深工程有限公司 | Assembled ecological box structure and ecological retaining wall system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110344366B (en) | 2024-03-08 |
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