CN221760583U - Ecological reconstruction reinforcing structure of beach-protecting dam - Google Patents
Ecological reconstruction reinforcing structure of beach-protecting dam Download PDFInfo
- Publication number
- CN221760583U CN221760583U CN202420259412.6U CN202420259412U CN221760583U CN 221760583 U CN221760583 U CN 221760583U CN 202420259412 U CN202420259412 U CN 202420259412U CN 221760583 U CN221760583 U CN 221760583U
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- beach
- dam
- protecting
- block structure
- slope surface
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 15
- 239000004567 concrete Substances 0.000 claims description 3
- 239000011664 nicotinic acid Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 230000009466 transformation Effects 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 description 4
- 230000002265 prevention Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000035699 permeability Effects 0.000 description 3
- 238000005498 polishing Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 208000028804 PERCHING syndrome Diseases 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002407 reforming Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
Classifications
-
- 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
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- Revetment (AREA)
Abstract
The utility model discloses an ecological reconstruction reinforcing structure of a beach-protecting dam, which comprises the following components: a beach-protecting dam body structure constructed between the side of the dyke and the sea side; the beach-protecting dam top III-type block structure is constructed on the beach-protecting dam body structure; the external slope surface repairing block structure is constructed on the beach-saving dam body structure and positioned at the side part of the beach-saving dam top III-type block structure; an outer slope surface block structure which is constructed on the beach-protecting dam body structure and is close to the sea side; the dam comprises an inner slope surface block structure which is constructed on the beach-protecting dam body structure and is close to the side of the large dike, and a joint filling structure which is filled between the beach-protecting dam top III type block structure and the outer slope surface patch block structure.
Description
Technical Field
The utility model relates to the technical field of seawalls, in particular to an ecological reconstruction reinforcing structure of a beach-protecting dam.
Background
The seawall engineering is used as a first barrier of a coastal region breakwater flood prevention security system, effectively defends against damages such as storm surge (flood) water and waves, wherein the beach-protecting dam is used as an important component of the seawall, has obvious wave-eliminating, beach-protecting and siltation-promoting effects, reduces the wave height acting on a main seawall, weakens the power of waves shoal washout, and effectively protects beach land between the beach-protecting dam and the main seawall. Due to the long-term attack of typhoon waves, part of the beach-protecting dam is seriously damaged by attack, the dam inner bar is not protected, and then beach sediment resource loss and shoreline erosion occur, and the beach-protecting dam needs to be repaired in situ to ensure the flood prevention safety of the sea pond. On the other hand, the beach-protecting dam is mostly of a hard structure, the surface wave-dissipating blocks are uneven, the ecology is lacked, and the maintenance are inconvenient. Meanwhile, the water permeability of the beach-protecting dam structure is required to be ensured, the ecological function is endowed, the biological perching space is improved, the comprehensive functions of flood prevention, safety, ecology and the like are realized, and the beach-protecting dam structure is good in full protection, good in restoration and good in ecological environment construction.
To this end, the present inventors have found a method for solving the above-mentioned problems through beneficial studies and studies, and the technical solutions to be described below are made in this context.
Disclosure of utility model
The utility model aims to overcome the defects and shortcomings of the prior art and provide an ecological reconstruction reinforcing structure for a beach-protecting dam, so as to solve the problems.
The technical problems solved by the utility model can be realized by adopting the following technical scheme:
the utility model provides a protect beach dam ecology transformation reinforced structure which characterized in that includes:
a beach-protecting dam body structure constructed between the side of the dyke and the sea side;
The beach-protecting dam top III-type block structure is constructed on the beach-protecting dam body structure;
the external slope surface repairing block structure is constructed on the beach-saving dam body structure and positioned at the side part of the beach-saving dam top III-type block structure;
an outer slope surface block structure which is constructed on the beach-protecting dam body structure and is close to the sea side;
an inner slope surface block structure constructed on the beach-protecting dam body structure and close to the side of the dyke, and
And the caulking structure is filled between the III-type block structure of the dam top of the beach-protecting dam and the slope surface repairing and throwing block structure.
In a preferred embodiment of the present utility model, the beach-protecting dam body structure includes a dam core, an inner slope facing disposed on one side of the dam core and adjacent to a side of a levee, an outer slope facing disposed on the other side of the dam core and adjacent to a sea side, and a dike top facing structure.
In a preferred embodiment of the utility model, the beach-protecting dam top III type block structure comprises side beams arranged on the beach-protecting dam body structure, rib beams connected with the side beams and lifting hooks arranged on the side beams.
In a preferred embodiment of the utility model, the surface of the beach-protecting dam crest III-type block structure is inlaid with a natural shell or artificial bionic shell structure.
In a preferred embodiment of the utility model, the beach-protecting dam crest III-type block structure is a prefabricated reinforced concrete lattice structure.
In a preferred embodiment of the present utility model, the dimension of the beach-bar dam top type III block structure is 3000mm×2000mm, the thickness of the side beam is 500mm, and the thickness of the rib beam is 300mm.
In a preferred embodiment of the present utility model, the external slope surface polishing block structure is a 3T twist block structure.
In a preferred embodiment of the utility model, the outer slope surface block structure is a primary outer slope surface block suspended to be stacked and organized at the dam's foot.
In a preferred embodiment of the utility model, the inner slope surface block structure is an original inner slope surface block or a newly prefabricated block.
In a preferred embodiment of the utility model, the caulking structure is a C30 plain concrete structure.
Due to the adoption of the technical scheme, the utility model has the beneficial effects that:
1. the utility model increases the resistance of the seawall to extreme stormy waves and ensures the flood control and damp prevention safety;
2. the utility model is convenient for the walking of the patrolling personnel, and the III-shaped block structure of the dam top of the beach-protecting dam is provided with the lifting hook which is specially used for lifting, thereby being beneficial to maintenance;
3. The III-type block structure of the beach-protecting dam crest is basically a frame structure, has large surface area, is favorable for biological adsorption, has strong water permeability and provides a stable living environment for organisms;
4. The utility model has convenient construction and mature process and can be suitable for reinforcing and reforming the beach-protecting dam.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a top view of the present utility model.
Fig. 2 is a schematic structural view of the present utility model.
FIG. 3 is a schematic diagram of the structure of the beach-protecting dam crest III-type block structure of the present utility model.
Fig. 4 is a top view of a beach-saving dam top type III block structure of the present utility model.
FIG. 5 is a cross-sectional view of a beach-protecting dam crest III-type block structure of the present utility model.
Detailed Description
The utility model is further described below in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the implementation of the utility model easy to understand.
Referring to fig. 1 to 5, the ecological reconstruction reinforcement structure of the beach-saving dam comprises a beach-saving dam body structure 1, a beach-saving dam top III type block structure 100, an outer slope surface supplementing and throwing block structure 200, an outer slope surface block structure 300, an inner slope surface block structure 400 and a joint filling structure 500.
The beach-protecting dam body structure 1 is constructed between a dyke side and a sea side, and the beach-protecting dam body structure 1 in this embodiment includes a dam core 1a, an inner slope protection surface 1b provided on one side of the dam core 1a and close to the dyke side, an outer slope protection surface 1c provided on the other side of the dam core 1a and close to the sea side, and a dyke top protection surface structure.
The beach-saving dam crest III-shaped block structure 100 is constructed on a beach-saving dam body structure 1, and the beach-saving dam crest III-shaped block structure 100 in the embodiment comprises a side beam 110 arranged on the beach-saving dam body structure 1, a rib beam 120 connected with the side beam 110 and a lifting hook 130 arranged on the side beam 120. Specifically, the number of side beams 110 is 4, the number of rib beams 120 is 3, the number of hooks 130 is 4, and grooves 140 and 4 hooks 130 are arranged between two adjacent rib beams 120 for hoisting.
The external slope surface polishing block structure 200 is constructed on the beach-bar dam body structure 1 and is located at the side of the beach-bar dam top III-shaped block structure 100, and the external slope surface polishing block structure 200 in this embodiment is preferably a 3T-shaped block structure.
The slope surface block structure 300 is constructed on the beach dam body structure 1 and is close to the sea, and the slope surface block structure 300 in this embodiment is preferably an original slope surface block, and the original slope surface block is suspended to be stacked at the dam foot and is laid for supporting.
The inner slope surface block structure 400 is constructed on the beach-dam body structure 1 and is close to the side of the embankment, and the inner slope surface block structure 400 in this embodiment is preferably an original inner slope surface block or a new prefabricated block, which plays a role in surface protection.
The caulking structure 500 is filled between the beach dam crest type III block structure 100 and the outer slope face patch block structure 200, and the caulking structure 500 in this embodiment is preferably a C30 plain concrete structure.
The beach-saving dam top type III block structure 100 is preferably a prefabricated reinforced concrete lattice structure. The dimension of the beach-protecting dam top III-type block structure 100 in this embodiment is 3000mm×2000mm, the thickness of the edge beam 110 is 500mm, and the thickness of the rib beam 120 is 300mm. The living environment is provided for organisms, and natural shells 100a or artificial bionic shells 100a are inlaid on the surface of the beach-dam crest III-type block structure 100. Specifically, the natural shell 100a or the artificial simulated shell structure 100a is embedded in the groove 140 between the adjacent two rib beams 120.
The utility model increases the resistance of the seawall to extreme stormy waves, is convenient for the walking of patrolling personnel, is beneficial to maintenance, has strong water permeability and good ecology, and provides a stable living environment for organisms; the construction is convenient, and the process is mature.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (10)
1. The utility model provides a protect beach dam ecology transformation reinforced structure which characterized in that includes:
a beach-protecting dam body structure constructed between the side of the dyke and the sea side;
The beach-protecting dam top III-type block structure is constructed on the beach-protecting dam body structure;
the external slope surface repairing block structure is constructed on the beach-saving dam body structure and positioned at the side part of the beach-saving dam top III-type block structure;
an outer slope surface block structure which is constructed on the beach-protecting dam body structure and is close to the sea side;
an inner slope surface block structure constructed on the beach-protecting dam body structure and close to the side of the dyke, and
And the caulking structure is filled between the III-type block structure of the dam top of the beach-protecting dam and the slope surface repairing and throwing block structure.
2. The beach-protecting dam ecologically modifying and reinforcing structure of claim 1, wherein the beach-protecting dam body structure comprises a dam core, an inner slope protection surface arranged on one side of the dam core and close to a dyke side, an outer slope protection surface arranged on the other side of the dam core and close to a sea side, and a dyke top protection surface structure.
3. The beach-protecting dam ecological reconstruction reinforcing structure according to claim 1, wherein the beach-protecting dam top III type block structure comprises side beams arranged on the beach-protecting dam body structure, rib beams connected with the side beams and lifting hooks arranged on the side beams.
4. The beach-protecting dam ecologically modifying and reinforcing structure of claim 1, wherein natural shells or artificial bionic shells are inlaid on the surface of the beach-protecting dam top III-shaped block structure.
5. The beach-protecting dam ecological reconstruction reinforcing structure according to claim 1, wherein the beach-protecting dam top III type block structure is a prefabricated reinforced concrete lattice structure.
6. A beach-saving dam ecologically modifying reinforcing structure as claimed in claim 3, wherein the dimension of the beach-saving dam top type III block structure is 3000mm x 2000mm, the thickness of the side beam is 500mm, and the thickness of the rib beam is 300mm.
7. The beach-protecting dam ecological reconstruction reinforcing structure according to claim 1, wherein the slope surface reinforcing block structure is a 3T-shaped block structure.
8. The beach-protecting dam ecologically modifying and reinforcing structure of claim 1, wherein the outer slope surface block structure is an original outer slope surface block hung to be stacked and laid at a dam foot.
9. The beach-protecting dam ecologically modifying and reinforcing structure of claim 1, wherein the inner slope surface block structure is an original inner slope surface block or a newly prefabricated block.
10. The beach-saving dam ecologically modifying reinforcement structure of claim 1, wherein the caulking structure is a C30 plain concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420259412.6U CN221760583U (en) | 2024-02-02 | 2024-02-02 | Ecological reconstruction reinforcing structure of beach-protecting dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420259412.6U CN221760583U (en) | 2024-02-02 | 2024-02-02 | Ecological reconstruction reinforcing structure of beach-protecting dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221760583U true CN221760583U (en) | 2024-09-24 |
Family
ID=92781021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420259412.6U Active CN221760583U (en) | 2024-02-02 | 2024-02-02 | Ecological reconstruction reinforcing structure of beach-protecting dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221760583U (en) |
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2024
- 2024-02-02 CN CN202420259412.6U patent/CN221760583U/en active Active
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