CN113529644A - Off-shore dike for natural shoreline protection and construction method thereof - Google Patents
Off-shore dike for natural shoreline protection and construction method thereof Download PDFInfo
- Publication number
- CN113529644A CN113529644A CN202110809177.6A CN202110809177A CN113529644A CN 113529644 A CN113529644 A CN 113529644A CN 202110809177 A CN202110809177 A CN 202110809177A CN 113529644 A CN113529644 A CN 113529644A
- Authority
- CN
- China
- Prior art keywords
- buffer
- bank
- protection according
- shoreline protection
- natural shoreline
- Prior art date
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- Granted
Links
- 238000010276 construction Methods 0.000 title abstract description 7
- 239000004576 sand Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000000034 method Methods 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 description 4
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
Images
Classifications
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- 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
-
- 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
- E02B3/121—Devices for applying linings on banks or the water bottom
-
- 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
Abstract
The application discloses an off-shore dike for natural shoreline protection and a construction method thereof, which are applied to the field of off-shore dikes and solve the technical problem of low efficiency of forming the off-shore dike by riprap filling; has the technical effect of improving the efficiency of setting the offshore bank.
Description
Technical Field
The application relates to the technical field of an offshore bank, in particular to an offshore bank for natural shoreline protection and a construction method thereof.
Background
Some coastal sides now have an offshore bank in the sea area near the coast to cushion the impact of waves on the coast.
The existing offshore bank is usually built by riprap filling, and is formed by stacking in the sea area.
In view of the above-described related art, the inventors consider that there is a drawback in that the formation of the bank by riprap filling is inefficient.
Disclosure of Invention
In order to improve the efficiency of arranging the off-shore embankment, the application provides the off-shore embankment for natural shoreline protection and the construction method thereof.
On the one hand, the application provides a nature bank line is offshore dyke for protection adopts following technical scheme: the utility model provides a nature bank line is for protection shore dyke includes a plurality of buffer boards, the lower extreme of buffer board is connected with the spud pile, the cross section of buffer board sets up to triangle-shaped.
Through above-mentioned technical scheme, through in the sand bed with the spud pile nail of buffer board lower extreme into the seabed, make the buffer board fix, improve the efficiency that sets up the bank dyke.
The application is further configured to: the sea surface of the buffer plate is arranged to be a plane, and the shore surface of the buffer plate is arranged to be a folded surface.
Through above-mentioned technical scheme, the effect that the wave that the plane resistance to compression was guaranteed to the hedge to the coast advances to block, and the folded surface can be shunted the wave of backward flow, reduces the impact of backward flow wave to the buffer board.
The application is further configured to: the outer wall of spud pile is even is provided with a plurality of arriss of strengthening, strengthen the arris and set up along spud pile length direction.
Through above-mentioned technical scheme, improve the intensity of spud pile through strengthening the arris, prevent that the spud pile from being bent, increase the stability of being connected of spud pile and seabed sand bed simultaneously.
The application is further configured to: the two sides of the buffer plates are respectively connected with connecting plates, and the adjacent connecting plates between the buffer plates are mutually connected.
Through above-mentioned technical scheme, through the connecting plate, improve the holistic connectivity of off-shore dyke.
The application is further configured to: the tail end of the connecting plate is provided with a connecting ring, and a binding rope is connected between every two adjacent connecting rings.
Through above-mentioned technical scheme, carry out soft connection through binding the rope, make when a single buffer board appears rocking, can not lead to the fact the influence to other buffer boards, it is convenient to install simultaneously.
The application is further configured to: the connecting plate is connected to the side wall of the upper end of the buffer plate, and the binding rope is provided with a small bell.
Through the technical scheme, when the buffer plate vibrates, the bell can make a sound, so that a swimmer can be warned, and the scratch is prevented.
The application is further configured to: and a limiting plate is arranged on the outer wall of the upper end of the fixing pile.
Through the technical scheme, the lower end face of the limiting plate is abutted against the seabed, so that the fixing pile is not prone to shifting.
The application is further configured to: and a reinforcing layer is arranged at the outer wall of the fixing pile.
Through above-mentioned technical scheme, consolidate the spud pile through the back up coat, guarantee the stability of spud pile.
The application is further configured to: the upper end of buffer board is provided with the phosphor strip.
Through above-mentioned technical scheme, the phosphor strip can send fluorescence at night, can remind past ship.
On the other hand, the application also provides a construction method of the off-shore embankment for natural shoreline protection, which comprises the following steps:
s1: transporting the buffer plate to a water area near the coast by a ship, nailing fixing piles at the lower end of the buffer plate into a sand layer at the sea bottom, and sequentially arranging and fixing the buffer plate;
s2, connecting the adjacent connecting plates by binding ropes, and tying bells on the binding ropes;
and S3, transporting the broken stones to the fixing piles through the ship, and dumping the broken stones to the sea areas at the fixing piles.
Through above-mentioned technical scheme, through in the sand bed with the spud pile nail of buffer board lower extreme to the seabed, make the setting efficiency to the bank of leaving higher.
To sum up, the beneficial technical effect of this application does:
1. the fixing pile at the lower end of the buffer plate is nailed into the sand layer at the sea bottom, so that the buffer plate is fixed, and the efficiency of arranging the offshore bank is improved;
2. the plane compression resistance ensures the effect of blocking the wave which rushes to the coast, and the folding surface can shunt the reflowed wave, so that the impact of the reflowed wave on the buffer plate is reduced;
3. carry out soft connection through binding rope, make when a single buffer board appears rocking, can not lead to the fact the influence to other buffer boards, it is convenient to install simultaneously.
Drawings
FIG. 1 is a schematic structural view of a buffer plate according to the present embodiment;
fig. 2 is a schematic structural view illustrating connection of the buffer plates according to the present embodiment.
Description of the drawings, 1, a buffer plate; 2. fixing the pile; 3. reinforcing edges; 4. a connecting plate; 5. a connecting ring; 6. binding the rope; 7. a bell; 8. a limiting plate; 9. a reinforcement layer; 10. a fluorescent strip.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
Example (b):
referring to fig. 1 and 2, for the nature bank line protection that this application discloses uses from bank dyke, including a plurality of buffer boards 1, the bottom fixedly connected with spud pile 2 of buffer board 1, the lower extreme of spud pile 2 is the sharp form setting, is convenient for drive spud pile 2 into the seabed to fix buffer board 1. Even a plurality of arriss 3 of strengthening of fixedly connected with on the outer wall of spud pile 2, strengthen arris 3 and extend the setting along the length direction of spud pile 2, improve spud pile 2's intensity through strengthening arris 3, prevent that spud pile 2 from being bent, increase the stability of being connected of spud pile 2 and seabed sand bed simultaneously, make spud pile 2 connect more stably in the sand bed in seabed.
Referring to fig. 1 and 2, a limiting plate 8 is fixed on the outer wall of the upper end of the fixing pile 2, and the fixing pile 2 is limited by the limiting plate 8, so that when the fixing pile 2 is completely inserted into the seabed, the lower end surface of the limiting plate 8 abuts against the seabed, and the fixing pile 2 is not prone to shifting. 2 outer wall departments of spud pile are provided with back up coat 9, and back up coat 9 sets up to the metalling, after 2 full inserts the seabed in the spud pile, drops into 2 departments of spud pile with the rubble, and the rubble can drop on limiting plate 8, makes 8 difficult emergence removals of limiting plate to consolidate 2 of spud pile, make 2 more stable of spud pile.
Referring to fig. 1 and 2, the buffer plates 1 are sequentially arranged in the sea area near the natural shoreline, a gap is left between adjacent buffer plates 1, and water is retained by the buffer plates 1 to buffer waves. Buffer board 1 is the surface of leaning on for one side of coast, and buffer board 1 is the surface of leaning on the sea for one side of sea area, and the surface of leaning on the sea through buffer board 1 cushions the wave towards the coast, weakens the wave. The wave can flow back after rushing to the coast, and the wave that flows back can flow to buffer board 1 department, produces the striking with the nearly bank face of buffer board 1.
Referring to fig. 1 and 2, the buffer plate 1 is provided as a triangular prism, the sea surface of the buffer plate 1 is provided as a plane, and the shore surface of the buffer plate 1 is provided as a folding surface, so that the plane of the buffer plate 1 stops the waves impacting to the coast, and the buffering effect is ensured. The wave of backward flow can take place to strike with the face of rolling over of buffer board 1, and the face of rolling over can shunt the wave of backward flow, reduces the impact of backward flow wave to buffer board 1. The upper end of the buffer board 1 is provided with a fluorescent strip 10 which can emit fluorescent light at night and can remind passing ships.
Referring to fig. 1 and 2, the two sides of the upper end of each buffer board 1 are respectively connected with a connecting board 4, the tail ends of the connecting boards 4 are connected with connecting rings 5, binding ropes 6 are connected between the adjacent connecting rings 5, and the buffer boards 1 are connected through the binding ropes 6, so that the overall connectivity is improved. Carry out soft connection through binding rope 6, make when single buffer board 1 appears rocking, can not lead to the fact the influence to other buffer boards 1. The binding rope 6 is fixed with a bell 7, when waves flap on the buffer plate 1, the buffer plate 1 vibrates, the bell 7 can make a sound, so that a swimmer can be warned, and scratches are prevented.
The implementation principle of the embodiment is as follows: the fixing piles 2 at the lower end of the buffer plate 1 are nailed into the sand layer on the seabed, so that the buffer plate 1 is fixed, and the buffer plates 1 are connected through the binding ropes 6, so that the overall connectivity is improved. Carry out soft connection through binding rope 6, make when single buffer board 1 appears rocking, can not lead to the fact the influence to other buffer boards 1, it is convenient to install simultaneously.
The application also discloses a construction method of the offshore bank for natural shoreline protection, which comprises the following steps:
s1: transporting the buffer plate 1 to a water area near the coast by a ship, nailing a fixing pile 2 at the lower end of the buffer plate 1 into a sand layer at the sea bottom, and sequentially arranging and fixing the buffer plate 1;
s2, connecting the adjacent connecting plates 4 by binding ropes 6, and tying bells 7 on the binding ropes 6;
and S3, transporting the broken stones to the fixing piles 2 through the ship, and dumping the broken stones to the sea area at the fixing piles 2.
The embodiments of the present invention are preferred embodiments of the present application, and the scope of protection of the present application is not limited by the embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a nature bank line is for protection from bank dyke, its characterized in that includes a plurality of buffer boards (1), the lower extreme of buffer board (1) is connected with spud pile (2), the cross section of buffer board (1) sets up to triangle-shaped.
2. The offshore bank for natural shoreline protection according to claim 1, wherein the sea surface of the buffer plate (1) is provided as a flat surface, and the sea surface of the buffer plate (1) is provided as a folded surface.
3. The offshore bank for natural shoreline protection according to claim 1, wherein the outer wall of the fixing pile (2) is uniformly provided with a plurality of reinforcing ribs (3), and the reinforcing ribs (3) are arranged along the length direction of the fixing pile (2).
4. The offshore bank for natural shoreline protection according to claim 1, wherein connecting plates (4) are connected to both sides of the buffer plates (1), respectively, and the connecting plates (4) between the adjacent buffer plates (1) are connected to each other.
5. The offshore bank for natural shoreline protection according to claim 4, wherein the connection plate (4) is provided with a connection ring (5) at the end thereof, and a binding rope (6) is connected between the adjacent connection rings (5).
6. The offshore bank for natural shoreline protection according to claim 4, wherein the connection plate (4) is connected to a side wall of an upper end of the buffer plate (1), and the binding rope (6) is provided with a bell (7).
7. The offshore bank for natural shoreline protection according to claim 1, wherein the outer wall of the upper end of the fixing pile (2) is provided with a limit plate (8).
8. The offshore bank for natural shoreline protection according to claim 1, wherein a reinforcing layer (9) is provided at an outer wall of the fixing pile (2).
9. The offshore bank for natural shoreline protection according to claim 1, wherein the upper end of the buffer plate (1) is provided with a fluorescent strip (10).
10. A method for constructing an offshore bank for natural shoreline protection, which is applied to the offshore bank for natural shoreline protection according to any one of claims 1 to 9, comprising the steps of:
s1: transporting the buffer plate (1) to a water area near the coast by a ship, nailing a fixing pile (2) at the lower end of the buffer plate (1) into a sand layer at the sea bottom, and sequentially arranging and fixing the buffer plate (1);
s2, connecting the adjacent connecting plates (4) by binding ropes (6), and tying bells (7) on the binding ropes (6);
and S3, transporting the broken stones to the fixing piles (2) through the ship, and pouring the broken stones to the sea area at the fixing piles (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110809177.6A CN113529644B (en) | 2021-07-16 | 2021-07-16 | Off-shore dike for natural shoreline protection and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110809177.6A CN113529644B (en) | 2021-07-16 | 2021-07-16 | Off-shore dike for natural shoreline protection and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113529644A true CN113529644A (en) | 2021-10-22 |
| CN113529644B CN113529644B (en) | 2022-08-19 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110809177.6A Active CN113529644B (en) | 2021-07-16 | 2021-07-16 | Off-shore dike for natural shoreline protection and construction method thereof |
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| Country | Link |
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| CN (1) | CN113529644B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1158103A1 (en) * | 2000-05-26 | 2001-11-28 | Nishimatsu Construction Co. Ltd. | Breakwater |
| CN202023174U (en) * | 2011-01-19 | 2011-11-02 | 武汉理工大学 | Combined plate flexible floating-type breakwater |
| CN203668882U (en) * | 2013-11-05 | 2014-06-25 | 成都科创佳思科技有限公司 | Mixed pile foundation upright breakwater |
| CN108130887A (en) * | 2018-03-15 | 2018-06-08 | 周俊麟 | A kind of floating wave-absorbing bank |
| CN207760772U (en) * | 2017-11-16 | 2018-08-24 | 张继新 | A kind of hill path gras generally recognized as safe protective fence |
| CN208023504U (en) * | 2018-03-17 | 2018-10-30 | 王新运 | A kind of water conservancy construction engineering unrestrained structure of resistance |
-
2021
- 2021-07-16 CN CN202110809177.6A patent/CN113529644B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1158103A1 (en) * | 2000-05-26 | 2001-11-28 | Nishimatsu Construction Co. Ltd. | Breakwater |
| CN202023174U (en) * | 2011-01-19 | 2011-11-02 | 武汉理工大学 | Combined plate flexible floating-type breakwater |
| CN203668882U (en) * | 2013-11-05 | 2014-06-25 | 成都科创佳思科技有限公司 | Mixed pile foundation upright breakwater |
| CN207760772U (en) * | 2017-11-16 | 2018-08-24 | 张继新 | A kind of hill path gras generally recognized as safe protective fence |
| CN108130887A (en) * | 2018-03-15 | 2018-06-08 | 周俊麟 | A kind of floating wave-absorbing bank |
| CN208023504U (en) * | 2018-03-17 | 2018-10-30 | 王新运 | A kind of water conservancy construction engineering unrestrained structure of resistance |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113529644B (en) | 2022-08-19 |
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