CN207714254U - 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
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- CN207714254U CN207714254U CN201820485767.1U CN201820485767U CN207714254U CN 207714254 U CN207714254 U CN 207714254U CN 201820485767 U CN201820485767 U CN 201820485767U CN 207714254 U CN207714254 U CN 207714254U
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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 94
- 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
- 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 abstract description 7
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- 235000013311 vegetables Nutrition 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
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- 238000010521 absorption reaction Methods 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The utility model provides a kind of shore protection floating grid formula wave attenuating device, it include the Fuliang extended before and after river extending direction, the grizzly bar component arranged before and after multigroup length direction along Fuliang, 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, the lower end of upper section pipe is inserted into lower section pipe, and it can be moved up and down in lower section pipe, Fuliang makes the length saved under pipe is inserted into section pipe change 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 ensureing to open the navigation or air flight so that wave attenuating device height is changed with fluctuation of water table, ensures that river cross-section has preferable landscape；Realize that the while of disappearing wave can also will be connected between the river water surface and river land-based area by the permeable unrestrained channel that disappears, water body fully exchanges between the two, ensures the ecological linkage between the river water surface and river land-based area.
Description
Technical field
The utility model is related to River Design fields, more particularly to a kind of shore protection floating grid formula wave attenuating device and tool
There is the bank protection structure of shore protection floating grid formula wave attenuating device.
Background technology
Traditional navigable river is generally only focused on navigation and is required, i.e.,：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.
Utility model content
In view of the foregoing deficiencies of prior art, the purpose of this utility model is to provide a kind of shore protection floating grid formulas
Wave attenuating 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 utility model provides a kind of shore protection floating grid formula wave attenuating device, is installed in positioned at river
The top of shore protection at left and right sides of road, the shore protection floating grid formula wave attenuating device includes extending before and after river extending direction
It the grizzly bar component arranged before and after Fuliang, multigroup length direction along Fuliang and is formed between two adjacent groups grizzly bar component and left
The permeable unrestrained channel that disappears of right perforation, every group of grizzly bar component is all fixed on the upper section pipe of Fuliang including upper end and lower end is fixed on
The lower end of the lower section pipe on shore protection top, the upper section pipe is inserted into lower section pipe and can be moved up and down in lower section pipe, described floating
Beam makes the length saved under pipe is inserted into section pipe change with the variation of river water level, and the permeable unrestrained channel that disappears is for being connected to river
The road 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 members.
Further, shore protection floating grid formula wave attenuating device further includes being located at the anchoring assembly of 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 utility model also provides a kind of bank protection structure, includes the shore protection at left and right sides of river, the top of the shore protection
End is installed 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, and ecology is both provided 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 body that is located on bottom plate, and the wall is as concrete structure or stone-laying
Structure.
As described above, the utility model is related to shore protection floating grid formula wave attenuating device and bank protection structure, having following has
Beneficial effect：
The application is in the case where ensureing to open the navigation or air flight so that wave attenuating device height is changed with fluctuation of water table, to eliminate shipping agency
Wave washes away ecoscape plant, ensures that river cross-section has preferable landscape；Particularly, the application passes through the permeable wave that disappears
Channel realizes that the while of disappearing wave can also will be connected between the river water surface and river land-based area, and water body fully exchanges between the two, ensures
Ecological linkage between the river water surface and river land-based area.
Description of the drawings
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 wall bodies
3 shore protection floating grid formula wave attenuating devices
31 Fuliangs
The 32 permeable unrestrained channels that disappear
Pipe is saved on 33
34 times 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 implementation mode
Illustrate that the embodiment of the utility model, those skilled in the art can be by these by particular specific embodiment below
Content disclosed by specification understands other advantages and effect of the utility model easily.
It should be clear that structure, ratio, size etc. that this specification attached drawing is painted, only to coordinate specification it is revealed in
Hold, so that those skilled in the art understands and reads, is not limited to the enforceable qualifications of the utility model, therefore not
Has technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size are new not influencing this practicality
Under the effect of type can be generated and the purpose that can reach, should all still fall can cover in the revealed technology contents of the utility model
In the range of.Meanwhile cited such as "upper" in this specification, "lower", "left", "right", " centre " and " one " term, also
Only it is illustrated for ease of describing, rather than to limit the enforceable range of the utility model, relativeness is altered or modified,
It is changed under technology contents without essence, when being also considered as the enforceable scope of the utility model.
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
The grizzly bar component arranged before and after the front and back Fuliang 31 extended in direction, multigroup 31 length direction along Fuliang and it is formed in adjacent two
Between group grizzly bar component and the permeable unrestrained channel 32 that disappears of left and right perforation, every group of grizzly bar component are all fixed on Fuliang 31 including upper end
The lower section pipe 34 on 2 top of shore protection is fixed in upper section pipe 33 and lower end, the lower end of the upper section pipe 33 is inserted into lower section pipe 34,
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 can also 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 at the same positioned 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, in river 1 under the action of water buoyancy so that Fuliang 31 float on 1 liquid level of river, and Fuliang 31 also with
It the variation of 1 water level of river and rises and falls 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 that upper section pipe 33 is inserted into lower section pipe 34 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
The length being inserted into lower section pipe 34 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 to save the length that pipe 33 is inserted into lower section pipe 34
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, ecoscape plant is washed away with eliminating ship wave, ensures that river cross-section has preferable landscape.Further, exist
In the case of ensureing 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 so that water body can be exchanged fully between the river water surface 11 and river land-based area 4, be 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 positioned at 61 outside of water balcony and outward
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 the 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 is formed by native stone placement in layers.The shore protection 2 includes bottom plate 21 and the wall body 22 being located on bottom plate 21,
The wall body 22 is concrete structure or stone-laying structure.It is dredged to design altitude, river in addition, the riverbed 12 in the river 1 can be opened up
The inclined-plane that plane or stabling slope can be used with shore protection 2 for 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
It is steel member to save pipe 33 and lower section pipe 34 all.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
It includes the connecting plate 35 and anchor bolt 36 for being fixed on 34 lower end of lower section pipe, the connecting plate 35 and shore protection 2 and is fixed using anchor bolt 36 and connected
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 disappear with the shore protection floating grid formula
The bank protection structure of unrestrained device 3 has the following advantages：
1, in the case where ensureing to open the navigation or air flight, the height of shore protection floating grid formula wave attenuating device 3 with the variation of 1 water level of river and
It changes, so that water body is connected in ordinary water level, can cut down, eliminate ship wave ecoscape plant is washed away, convenient for giving birth to
The aquatic length of band of state landscape plant, and there is 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 fully exchanges between the river water surface 11 and river land-based area 4 of both sides, the water balcony 61 of 6 upper end of flood control structure and slope 62
The ecological vegetable of upper plantation, which is survived, ensures that the depth of water environment needed for ecological vegetable growth is suitable with certain depth of water variable domain
Preferably, be conducive to the growth of ecological vegetable, ecological vegetable easily plantation survives.
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 repair and replacement.
So the utility model effectively overcomes various shortcoming in the prior art and has high industrial utilization.
The above embodiments are only illustrative of the principle and efficacy of the utility model, new not for this practicality is limited
Type.Any person skilled in the art can all carry out above-described embodiment under the spirit and scope without prejudice to the utility model
Modifications and changes.Therefore, such as those of ordinary skill in the art without departing from the revealed essence of the utility model
All equivalent modifications completed under refreshing and technological thought or change, should be covered by the claim of the utility model.
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),
It is characterized in that：The shore protection floating grid formula wave attenuating device (3) includes along the front and back Fuliang extended of river (1) extending direction
(31), multigroup along the front and back grizzly bar component arranged of Fuliang (31) length direction and to be formed between two adjacent groups grizzly bar component
And the permeable unrestrained channel (32) that disappears of left and right perforation, every group of grizzly bar component all include the upper section pipe that Fuliang (31) is fixed in upper end
(33) and the lower section pipe (34) on shore protection (2) top is fixed in lower end, and lower section pipe (34) is inserted into the lower end of the upper section pipe (33)
In and can be moved up and down in lower section manages (34), the Fuliang (31) makes section pipe (33) be inserted into the length in lower section pipe (34)
Degree changes with the variation of river (1) water level, and the permeable unrestrained channel (32) that disappears is 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) top of shore protection (2) is fixed in the anchoring assembly of lower end, the lower end that the anchoring assembly makes lower section manage (34)；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) is stated for mutually fixing connecting plate (35) with shore protection (2).
5. a kind of bank protection structure, including it is 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 claim 1-4 any one of them shore protection floating grid formula wave attenuating devices (3).
6. bank protection structure according to claim 5, it is characterised in that：It 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 positioned at water balcony (61) outside and the slope (62) of outside inclined upward extension, the water balcony (61) and slope
(62) it is all located in river land-based area (4), ecoscape area (5) is both provided 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 body (22) on plate (21), the wall body (22) are concrete structure or stone-laying structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820485767.1U CN207714254U (en) | 2018-04-04 | 2018-04-04 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820485767.1U CN207714254U (en) | 2018-04-04 | 2018-04-04 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207714254U true CN207714254U (en) | 2018-08-10 |
Family
ID=63053378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820485767.1U Withdrawn - After Issue CN207714254U (en) | 2018-04-04 | 2018-04-04 | A kind of shore protection floating grid formula wave attenuating device and bank protection structure |
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| Country | Link |
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| CN (1) | CN207714254U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344366A (en) * | 2018-04-04 | 2019-10-18 | 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 |
| CN116381200A (en) * | 2023-06-05 | 2023-07-04 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
-
2018
- 2018-04-04 CN CN201820485767.1U patent/CN207714254U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344366A (en) * | 2018-04-04 | 2019-10-18 | 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 |
| CN110344366B (en) * | 2018-04-04 | 2024-03-08 | 上海勘测设计研究院有限公司 | Floating grid type wave eliminating device for revetment and revetment structure |
| CN116381200A (en) * | 2023-06-05 | 2023-07-04 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
| CN116381200B (en) * | 2023-06-05 | 2023-08-11 | 成都理工大学 | Test system and method for simulating reservoir bank slope under rainfall and earthquake coupling effect |
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