CN212294532U - Ecological reconstruction structure of seawall wave dissipation platform - Google Patents
Ecological reconstruction structure of seawall wave dissipation platform Download PDFInfo
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- CN212294532U CN212294532U CN202021383519.XU CN202021383519U CN212294532U CN 212294532 U CN212294532 U CN 212294532U CN 202021383519 U CN202021383519 U CN 202021383519U CN 212294532 U CN212294532 U CN 212294532U
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- 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
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- 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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Abstract
The utility model discloses a sea wall unrestrained platform ecological transformation structure that disappears, include: the wave dissipation platform is positioned between the upper slope and the lower slope of the seawall; wave dissipation facilities are constructed outside the wave dissipation platform; the first plant wave-dissipating structure is arranged in the wave-dissipating facility and is positioned outside the wave-dissipating platform; and the reinforced concrete planting pond is constructed on the wave dissipation platform, and the second plant wave dissipation structure is arranged in the reinforced concrete planting pond. 1. The utility model adopts the mode of combining the wave eliminating facility with the first plant wave eliminating structure and the second plant wave eliminating structure, which can effectively reduce the wave climbing height and improve the seawall moisture-proof capacity; 2. the utility model changes the defect of harmonious and hard exterior forms of the traditional seawall wave dissipation platform structure, and increases the ornamental and ecological properties of the seawall on the basis of ensuring the basic damp-proof function of the seawall; 3. the utility model discloses construction convenience, applicable in the ecological transformation of traditional seawall unrestrained platform structure that disappears.
Description
Technical Field
The utility model relates to a water conservancy and coastal engineering field, concretely relates to seawall unrestrained platform ecological transformation structure that disappears.
Background
The traditional seawall structure leads the waves to be broken on the wave dissipation platform and consume most of wave energy by arranging the reasonable wave dissipation platform so as to achieve the aim of reducing the climbing height of the waves. The wave-dissipating platform generally adopts a stone-buried concrete or poured stone facing structure, and has the defects of monotonous and hard appearance, poor ornamental value and poor ecological property. With the implementation of the concept of green development in China, the design and construction of the seawall engineering also need to take ecological requirements into consideration.
Therefore, it is urgently needed to develop a seawall wave-breaking platform structure with good ecological performance on the basis of meeting the traditional damp-proof function of the seawall. To this end, the applicant has sought, through useful research and research, a solution to the above-mentioned problems, in the context of which the technical solutions to be described below have been made.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a have good view nature and ecological seawall unrestrained platform ecological transformation structure that disappears concurrently on the basis that satisfies the seawall dampproofing function to traditional seawall unrestrained platform structure that disappears.
The utility model provides a technical problem can adopt following technical scheme to realize:
the utility model provides a sea wall unrestrained platform ecological transformation structure that disappears which characterized in that includes:
the wave dissipation platform is positioned between the upper slope and the lower slope of the seawall;
wave dissipation facilities are constructed outside the wave dissipation platform;
the first plant wave-dissipating structure is arranged in the wave-dissipating facility and is positioned outside the wave-dissipating platform;
and the reinforced concrete planting pond is constructed on the wave dissipation platform, and the second plant wave dissipation structure is arranged in the reinforced concrete planting pond.
In a preferred embodiment of the present invention, the wave-breaking facility is a cast-in-place or prefabricated reinforced concrete structure.
In a preferred embodiment of the present invention, the first plant wave-breaking structure comprises:
the water drainage hole is arranged on the side wall of the wave dissipation facility close to the bottom;
the graded broken stone reverse filter bag is arranged at the water inlet of the drain hole;
a first cultivation soil layer filled in the wave dissipation facility;
a first soil fixing net laid on the first cultivation soil layer; and
a first wave-dissipating plant planted on the first cultivation soil layer.
In a preferred embodiment of the present invention, the first soil stabilizing net is a three-dimensional geonet, and the first soil stabilizing net is embedded in the first cultivation soil layer and is integrated with the first cultivation soil layer.
In a preferred embodiment of the present invention, the second plant wave-breaking structure comprises:
the drain hole is arranged at the bottom of the reinforced concrete planting pond;
the graded broken stone reverse filter bag is arranged above the drain hole;
a second cultivation soil layer filled in the reinforced concrete planting pond;
a second soil fixing net laid on the second cultivation soil layer; and
and the second wave-dissipating plant is planted on the second cultivation soil layer.
In a preferred embodiment of the present invention, the second soil stabilization net is a three-dimensional geonet, and the second soil stabilization net is tightly embedded in the second cultivation soil layer and is integrated with the second cultivation soil layer.
Due to the adoption of the technical scheme, the beneficial effects of the utility model reside in that:
1. the utility model adopts the mode of combining the wave eliminating facility with the first plant wave eliminating structure and the second plant wave eliminating structure, which can effectively reduce the wave climbing height and improve the seawall moisture-proof capacity;
2. the utility model changes the defect of harmonious and hard exterior forms of the traditional seawall wave dissipation platform structure, and increases the ornamental and ecological properties of the seawall on the basis of ensuring the basic damp-proof function of the seawall;
3. the utility model discloses construction convenience, applicable in the ecological transformation of traditional seawall unrestrained platform structure that disappears.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic view of the wave-breaking facility of the present invention.
Fig. 3 is a plan view of the present invention.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further explained below.
Referring to fig. 1 to 3, the ecological reconstruction structure of the seawall wave-breaking platform includes a wave-breaking platform 100, a wave-breaking facility 200, a first plant wave-breaking structure 300, a reinforced concrete planting pond 400 and a second plant wave-breaking structure 500. The wave dissipation platform 100 is positioned between the embankment and the seawall on the downhill, the wave dissipation facility 200 is constructed on the outer side of the wave dissipation platform 100, the first plant wave dissipation structure 300 is arranged in the wave dissipation facility 200, the first plant wave dissipation structure 300 is positioned on the outer side of the wave dissipation platform 100, the reinforced concrete planting pond 400 is constructed on the wave dissipation platform 100, and the second planting wave dissipation structure 500 is arranged in the reinforced concrete planting pond 400. The facing structure of the wave dissipation platform 100 in this embodiment is made of concrete or masonry block stone, and the top elevation of the wave dissipation platform 100 is located near the designed high tide level.
The wave-breaking facility 200 is preferably a cast-in-place or prefabricated reinforced concrete structure. Specifically, the wave-breaking facility 200 is preferably a reinforced concrete planting groove disposed outside the wave-breaking platform 100, the groove wall is concave-convex along the shoreline direction of the sea-dyke and is arranged in a front-back staggered manner, wherein the groove wall of the upper convex portion is about 20cm higher than the wave-breaking platform 100 to enhance the wave-breaking effect, and the wall of the lower concave portion is flush with the wave-breaking platform 100, which is beneficial to the rapid discharge of the water body of the wave-breaking platform 100.
In order to enhance the landscape, ecological and wave-breaking performance of the seawall wave-breaking platform, a first plant wave-breaking structure 300 is arranged in the wave-breaking facility 200 outside the wave-breaking platform 100, and the first plant wave-breaking structure 300 comprises a drainage hole 310, a graded broken stone reverse filter bag 320, a first cultivation soil layer 330, a first soil fixing net 340 and a first wave-breaking plant 350. The drainage holes 310 are disposed on the bottom side wall of the wave-breaking means 200 to drain excess water, preventing waterlogging from occurring. The graded broken stone reverse filtering bag 320 is arranged at the water inlet of the water discharge hole 310 and is used for completely surrounding the periphery of the water discharge hole 310 to play a role of reverse filtering. The first cultivation soil layer 330 is paved in the wave-breaking facility 200, and the first cultivation soil layer 330 plays a role of embedding roots of the first wave-breaking plants 350 and providing nutrients for the first wave-breaking plants 350. The first soil fixing net 340 is laid on the first cultivation soil layer 330, the first soil fixing net 340 is preferably a three-dimensional geonet, and the first soil fixing net 340 is tightly embedded in the first cultivation soil layer 330 and is integrated with the first cultivation soil layer 330, so that the first cultivation soil layer 330 is prevented from being eroded by rainwater or waves. The first wave-dissipating plant 350 is planted on the first cultivation soil layer 330.
The reinforced concrete planting pond 400 is arranged on the wave dissipation platform 100 in a rectangular or quincunx shape, a second plant wave dissipation structure 500 is arranged in the reinforced concrete planting pond 400, and the second plant wave dissipation structure 500 comprises a water drainage hole 510, a graded broken stone reverse filter bag 520, a second cultivation soil layer 530, a second soil stabilization net 540 and a second wave dissipation plant 550. The drain hole 510 is disposed at the bottom of the reinforced concrete planting pond 400 to drain excessive moisture and prevent waterlogging. The graded broken stone reverse filtering bag 520 is arranged above the water drainage hole 510 and is used for completely surrounding the periphery of the water drainage hole 510 to play a role of reverse filtering. The second cultivation soil layer 530 is paved in the reinforced concrete planting pond 400, and the second cultivation soil layer 530 plays a role in embedding the root systems of the second wave-dissipating plants 550 and providing nutrients for the second wave-dissipating plants 550. The second soil fixing net 540 is laid on the second cultivation soil layer 530, the second soil fixing net 540 is preferably a three-dimensional geonet, and the second soil fixing net 540 is tightly embedded in the second cultivation soil layer 530 and is integrated with the second cultivation soil layer 530, so that the second cultivation soil layer 530 is prevented from being eroded by rainwater or waves. The second wave-dissipating plants 550 are planted on the second cultivation soil layer 530.
The construction method of the ecological reconstruction structure of the seawall wave dissipation platform comprises the following steps:
1) dismantling the wave dissipation platform 100 between the embankment and the downhill;
2) the wave-breaking facilities 200 outside the wave-breaking platform 100 are installed in a cast-in-place or prefabricated mode according to the design, the drain holes 310 are preset in the side walls of the wave-breaking facilities 200, the wave-breaking facilities 200 are preferably reinforced concrete planting grooves arranged outside the wave-breaking platform 100, the groove walls are concave-convex in the direction of the shoreline of the sea and are arranged in a front-back staggered mode, the groove walls of the upper convex portions are about 20cm higher than the wave-breaking platform 100 and used for enhancing the wave-breaking effect, and the walls of the lower concave portions are flush with the wave-breaking platform 100, so that the water body of the wave-breaking platform 100;
3) the wave-breaking facility 200 is provided with a first plant wave-breaking structure 300, wherein the first plant wave-breaking structure 300 comprises a water drainage hole 310, a graded broken stone reverse filter bag 320, a first cultivation soil layer 330, a first soil fixing net 340 and a first wave-breaking plant 350;
4) the reinforced concrete planting pond 400 on the wave dissipation platform 100 is installed in a cast-in-place mode or in a prefabricated mode according to the design, the reinforced concrete planting pond 400 is arranged on the wave dissipation platform 100 in a rectangular or quincunx mode, and a drain hole 510 is formed in the bottom of the reinforced concrete planting pond in a preset mode;
5) and a second plant wave-dissipating structure 500 is arranged in the reinforced concrete planting pond 400, and the second plant wave-dissipating structure 500 comprises a water drainage hole 510, a graded broken stone reverse filter bag 520, a second cultivation soil layer 530, a second soil fixing net 540 and a second wave-dissipating plant 550.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a sea wall unrestrained platform ecological transformation structure that disappears which characterized in that includes:
the wave dissipation platform is positioned between the upper slope and the lower slope of the seawall;
wave dissipation facilities are constructed outside the wave dissipation platform;
the first plant wave-dissipating structure is arranged in the wave-dissipating facility and is positioned outside the wave-dissipating platform;
and the reinforced concrete planting pond is constructed on the wave dissipation platform, and the second plant wave dissipation structure is arranged in the reinforced concrete planting pond.
2. The ecological reconstruction structure of the sea wall wave-breaking platform as claimed in claim 1, wherein the wave-breaking facility is a cast-in-place or prefabricated reinforced concrete structure.
3. The ecological reconstruction structure of a seawall wave-breaking platform as claimed in claim 1, wherein said first plant wave-breaking structure comprises:
the water drainage hole is arranged on the side wall of the wave dissipation facility close to the bottom;
the graded broken stone reverse filter bag is arranged at the water inlet of the drain hole;
a first cultivation soil layer filled in the wave dissipation facility;
a first soil fixing net laid on the first cultivation soil layer; and
a first wave-dissipating plant planted on the first cultivation soil layer.
4. The ecological reconstruction structure of the sea wall wave-breaking platform as claimed in claim 3, wherein the first soil-fixing net is a three-dimensional earth net, and the first soil-fixing net is embedded in the first cultivation soil layer and is integrated with the first cultivation soil layer.
5. The ecological reconstruction structure of a seawall wave-breaking platform as claimed in claim 1, wherein said second plant wave-breaking structure comprises:
the drain hole is arranged at the bottom of the reinforced concrete planting pond;
the graded broken stone reverse filter bag is arranged above the drain hole;
a second cultivation soil layer filled in the reinforced concrete planting pond;
a second soil fixing net laid on the second cultivation soil layer; and
and the second wave-dissipating plant is planted on the second cultivation soil layer.
6. The ecological reconstruction structure of the sea wall wave-breaking platform as claimed in claim 5, wherein the second soil-fixing net is a three-dimensional earth net, and the second soil-fixing net is tightly embedded in the second cultivation soil layer and is integrated with the second cultivation soil layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202021383519.XU CN212294532U (en) | 2020-07-14 | 2020-07-14 | Ecological reconstruction structure of seawall wave dissipation platform |
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| CN202021383519.XU CN212294532U (en) | 2020-07-14 | 2020-07-14 | Ecological reconstruction structure of seawall wave dissipation platform |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115679887A (en) * | 2022-10-18 | 2023-02-03 | 广东海洋大学 | Ecological wave dissipation structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115679887A (en) * | 2022-10-18 | 2023-02-03 | 广东海洋大学 | Ecological wave dissipation structure |
| CN115679887B (en) * | 2022-10-18 | 2023-09-12 | 广东海洋大学 | Ecological wave structure that disappears |
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