Ecological seawall surface protecting structure

Abstract

The utility model discloses an ecological seawall surface protecting structure which comprises a plurality of planter surface protecting structures constructed on a slope surface. The wave dissipation platform is constructed in front of the planter surface protection structures and is connected with the slope surface; the embankment top wave wall is constructed behind the planter surface protection structures and is connected with the slope surface; the animal and plant living platforms are planted at the tops of the planter surface protecting structures, and the foundation structures are constructed at the bottoms of the planter surface protecting structures.

Description

Technical Field

[0001] The utility model relates to the technical field of seawalls and embankments, in particular to an ecological seawall face protection structure. Background Art

[0002] my country's southeastern coastal areas, such as Guangdong, Fujian, Zhejiang, Shanghai and other provinces and cities, are often hit by typhoons and storm surges during the flood season, which poses a serious safety hazard to the people and the development of cities. Urban coastal embankment projects are the most important line of defense against floods, tides and wind and waves, but most of the current coastal embankment projects use traditional reinforced concrete or mortar-laid block stone and other hard revetment structures, which hinder the water and soil exchange and material exchange inside and outside the revetment, and cannot provide soil for the survival of aquatic plants and animals, and have poor ecology and landscape.

[0003] Common ecological revetments are difficult to use in coastal embankment projects because their structures are weak in resisting storm surges and strong winds and waves.

[0004] Therefore, the applicant has found a solution to the above-mentioned problem through beneficial exploration and research, and the technical solution to be introduced below is produced in this context. Utility Model Content

[0005] The technical problem to be solved by the utility model is to provide an ecological seawall protective surface structure to solve the above-mentioned deficiencies and defects of the prior art.

[0006] The technical problem to be solved by the present invention can be achieved by adopting the following technical solutions:

[0007] An ecological seawall face protection structure, characterized by comprising:

[0008] Several flower trough protection structures built on the slope;

[0009] A wave-breaking platform constructed in front of the plurality of flower trough protective structures and connected to the slope surface;

[0010] A wave-breaking wall on the top of the embankment constructed behind the plurality of flower trough protective structures and connected to the slope surface;

[0011] Animal and plant living platforms planted on top of the plurality of planter façade structures, and

[0012] A basic structure is constructed at the bottom of the plurality of flower trough protective covering structures.

[0013] In a preferred embodiment of the utility model, it also includes a water hole arranged on the slope and connected to each flower groove protective surface structure.

[0014] In a preferred embodiment of the present invention, each flower trough surface protection structure is arranged in an inclined shape on the slope surface, and each flower trough surface protection structure includes a prefabricated flower trough bottom plate connected to the slope surface, a prefabricated flower trough body arranged on the prefabricated flower trough bottom plate, a prefabricated flower trough back baffle arranged on the prefabricated flower trough bottom plate, and a prefabricated flower trough side plate arranged on the prefabricated flower trough bottom plate and connected to the prefabricated flower trough body and the prefabricated flower trough back baffle.

[0015] In a preferred embodiment of the present utility model, the bottom of the prefabricated flower trough bottom plate is provided with a prefabricated flower trough anti-skid tenon for preventing skidding and enhancing the anti-skid stability of the entire prefabricated flower trough body.

[0016] In a preferred embodiment of the present utility model, a groove for placing the anti-slip tenon of the prefabricated flower trough is further provided at the bottom of the prefabricated flower trough bottom plate.

[0017] In a preferred embodiment of the present utility model, a backfill soil space for placing the animal and plant living platform is provided on the prefabricated flower trough bottom plate.

[0018] In a preferred embodiment of the present utility model, each flower groove protective surface structure is provided with a plurality of drainage holes connected with the water through holes.

[0019] In a preferred embodiment of the utility model, the animal and plant living platform includes a layer arranged in the backfill soil space and sequentially arranged from top to bottom with green plants, a soil and water conservation blanket layer, backfill cultivated soil, and a first anti-filtration geotextile layer.

[0020] In a preferred embodiment of the utility model, the foundation structure includes a plain concrete cushion layer, a crushed stone cushion layer, and a second anti-filter geotextile layer which are arranged at the bottom of a plurality of flower trough protective structures in sequence from top to bottom.

[0021] In a preferred embodiment of the present invention, each flower trough surface protection structure is a prefabricated reinforced concrete structure and is made of high-grade concrete.

[0022] Due to the adoption of the above technical solution, the beneficial effects of the utility model are:

[0023] 1. The flower trough protective structure is reverse-sloped, which has anti-wave and energy dissipation functions, and can protect the planting soil in the flower trough, thereby protecting the space for animals and plants to survive;

[0024] 2. The water in the flower trough and the water in the embankment can flow freely. When it rains, the water can seep into the ground. When it is dry during the non-flood season, the water in the embankment can replenish the water needed by the plants in the flower trough.

[0025] 3. This ecological seawall has good ecological and landscape features, can realize the free exchange of water bodies, can plant green plants on the embankment and revetment, and can provide space for intertidal plants to survive;

[0026] 4. It can be used not only for new seawall projects, but also for inland navigable rivers with high requirements for waterway scour prevention, and can also be used for the ecological transformation of existing hard seawalls and navigable river embankment protection banks;

[0027] 5. Compared with ordinary ecological revetments, this structure has better wave protection and stability and safety, which can ensure the safety and stability of the embankment;

[0028] 6. Easy maintenance. When the ecological seawall face structure is partially damaged, only the damaged prefabricated flower beds and the green plants filled on them need to be replaced, which makes maintenance and inspection convenient. BRIEF DESCRIPTION OF THE DRAWINGS

[0029] In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0030] Figure 1 It is a structural schematic diagram of the utility model.

[0031] Figure 2 It is a stereogram of the utility model.

[0032] Figure 3 It is a structural schematic diagram of a single flower trough surface protection structure of the utility model.

[0033] Figure 4 yes Figure 3 Top view of the . DETAILED DESCRIPTION

[0034] In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further described below with reference to specific illustrations.

[0035] See also Figures 1 to 4 An ecological seawall face protection structure shown includes a flower trough face protection structure 100, a wave-breaking platform 200, a levee top wave-breaking wall 300, an animal and plant living platform 400, and a foundation structure 500.

[0036] A plurality of flower trough surface protection structures 100 are constructed on the slope surface 1. In this embodiment, each flower trough surface protection structure 100 is preferably a prefabricated reinforced concrete structure and is made of high-grade concrete.

[0037] The wave-breaking platform 200 is constructed in front of a plurality of flower trough protection structures 100 and connected to the slope 1. The wave-breaking platform 200 in this embodiment is a plain concrete grid, and its height is not less than the foundation thickness of the slope 1 and the thickness of the flower trough protection structure.

[0038] The embankment top wave-breaking wall 300 is constructed behind a plurality of flower trough face protection structures 100 and connected to the slope surface 1 .

[0039] The animal and plant living platforms 400 are planted on the top of a plurality of flower trough protective structures 100 , and the basic structures 500 are constructed on the bottom of a plurality of flower trough protective structures 100 .

[0040] Each flower trough protection structure 100 is arranged on the slope 1 in an inclined shape, and each flower trough protection structure 100 includes a prefabricated flower trough bottom plate 110 connected to the slope 1, a prefabricated flower trough body 120 arranged on the prefabricated flower trough bottom plate 110, a prefabricated flower trough rear baffle 130 arranged on the prefabricated flower trough bottom plate 110, and a prefabricated flower trough side plate 140 arranged on the prefabricated flower trough bottom plate 110 and connected to the prefabricated flower trough body 120 and the prefabricated flower trough rear baffle 130. The bottom of the prefabricated flower trough bottom plate 110 in this embodiment is provided with a prefabricated flower trough anti-skid tenon 150 for anti-skid and enhancing the anti-skid stability of the prefabricated flower trough body 120 as a whole. The bottom of the prefabricated flower trough bottom plate 110 is also provided with a groove (not shown in the figure) for placing the prefabricated flower trough anti-skid tenon 150. Specifically, in order to facilitate the hoisting, the flower trough protection structure 100 is generally divided into a section of 2 to 4 meters, and the prefabricated flower trough bottom plate 110 is placed parallel to the slope 1. When the construction of the foundation structure 500 at the bottom of the flower trough protection structure 100 is completed, the prefabricated flower trough anti-slip tenon 150 is placed in the groove reserved by the foundation structure 500 at one time. The gap between the sections and between the upper and lower layers is set to 20mm, and the gap is caulked with a caulking plate. The thickness of the prefabricated flower trough bottom plate 110 is 150 to 250mm, the width of the prefabricated flower trough bottom plate 110 is 200 to 300mm, and its height is 50 to 100mm. The angle between the prefabricated flower trough body 120 and the vertical is determined comprehensively according to the slope 1 angle, the stability verification of the prefabricated flower trough body 120 and the wave elimination effect, and generally 10 to 30 degrees is adopted. The prefabricated flower trough side plate 140 is determined according to the fill height, which is 50 to 100mm below the fill surface.

[0041] The prefabricated flower trough bottom plate 110 is provided with a backfill soil space 110a for placing the animal and plant living platform 400. Specifically, the backfill soil in the backfill soil space 110a of the prefabricated flower trough bottom plate 110 is generally 500-1000 mm in height at most.

[0042] The animal and plant living platform 400 is set in the backfill soil space 110a and is arranged with green plants 410, a soil and water conservation blanket layer 420, backfill cultivated soil 430, and a first anti-filtration geotextile layer 440 in sequence from top to bottom.

[0043] The foundation structure 500 includes a plain concrete cushion layer 510, a crushed stone cushion layer 520, and a second anti-filter geotextile layer 530 arranged at the bottom of a plurality of flower trough protective structures 100 from top to bottom. The particle size of the crushed stone cushion layer 520 in this embodiment is required to be 5-30 mm.

[0044] It also includes a water hole 2 arranged on the slope 1 and connected to each flower trough protective structure 100. In this embodiment, each flower trough protective structure 100 is provided with a plurality of drainage holes (not shown in the figure) connected to the water hole 2. Specifically, the water hole 2 can be made of PVC pipes, which are purchased on the market and generally have a diameter of 50mm to 100mm. Each flower trough protective structure 100 is provided with at least 5 drainage holes, which are evenly arranged on the slope. Moreover, the water hole 2 has a bidirectional water-passing function. When it rains, it is used for rainwater infiltration and drainage in the flower trough protective structure 100 and flood prevention of plants; when it is dry, the groundwater and capillary water in the embankment can reversely replenish the water required by the plants in the flower trough protective structure 100.

[0045] The above shows and describes the basic principle and main features of the utility model and the advantages of the utility model. Those skilled in the art should understand that the utility model is not limited by the above embodiments. The above embodiments and descriptions are only for explaining the principle of the utility model. Without departing from the spirit and scope of the utility model, the utility model may have various changes and improvements, which fall within the scope of the utility model to be protected. The scope of protection claimed by the utility model is defined by the attached claims and their equivalents.

Claims

1. An ecological seawall face structure, characterized in that: include: Several flower trough protection structures built on the slope; A wave-breaking platform constructed in front of the plurality of flower trough protective structures and connected to the slope surface; A wave-breaking wall on the top of the embankment constructed behind the plurality of flower trough protective structures and connected to the slope surface; Animal and plant living platforms planted on top of the plurality of planter façade structures, and A basic structure is constructed at the bottom of the plurality of flower trough protective covering structures.

2. The ecological seawall face protection structure according to claim 1, characterized in that: It also includes a water hole which is arranged on the slope and is connected with each flower groove protective surface structure.

3. The ecological seawall face protection structure according to claim 1 is characterized in that: Each flower trough surface protection structure is arranged in an inclined shape on the slope surface, and each flower trough surface protection structure includes a prefabricated flower trough bottom plate connected to the slope surface, a prefabricated flower trough body arranged on the prefabricated flower trough bottom plate, a prefabricated flower trough back baffle arranged on the prefabricated flower trough bottom plate, and a prefabricated flower trough side plate arranged on the prefabricated flower trough bottom plate and connected to the prefabricated flower trough body and the prefabricated flower trough back baffle.

4. The ecological seawall face protection structure according to claim 3 is characterized in that: The bottom of the prefabricated flower trough bottom plate is provided with a prefabricated flower trough anti-skid tenon for preventing skidding and enhancing the anti-skid stability of the entire prefabricated flower trough body.

5. The ecological seawall face protection structure according to claim 4 is characterized in that: The bottom of the prefabricated flower trough bottom plate is also provided with a groove for placing the prefabricated flower trough anti-slip tenon.

6. The ecological seawall face protection structure according to claim 3 is characterized in that: The prefabricated flower trough bottom plate is provided with a backfill soil space for placing the animal and plant living platform.

7. The ecological seawall face protection structure according to claim 2 is characterized in that: Each flower trough protective surface structure is provided with a plurality of drainage holes which are communicated with the water through holes.

8. The ecological seawall face protection structure according to claim 6, characterized in that: The animal and plant living platform includes a green plant, a soil and water conservation blanket layer, a backfill cultivated soil, and a first anti-filter geotextile layer which are arranged in the backfill soil space and arranged in sequence from top to bottom.

9. The ecological seawall face protection structure according to claim 1, characterized in that: The foundation structure comprises a plain concrete cushion layer, a crushed stone cushion layer and a second anti-filter geotextile layer which are arranged at the bottom of a plurality of flower trough protective structures and arranged in sequence from top to bottom.

10. The ecological seawall face protection structure according to claim 1, characterized in that: Each flower trough protective structure is a prefabricated reinforced concrete structure and is made of high-grade concrete.

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