CN111021308A - Coast protection method - Google Patents
Coast protection method Download PDFInfo
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- CN111021308A CN111021308A CN201911154515.6A CN201911154515A CN111021308A CN 111021308 A CN111021308 A CN 111021308A CN 201911154515 A CN201911154515 A CN 201911154515A CN 111021308 A CN111021308 A CN 111021308A
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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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
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Abstract
The invention relates to a coastal protection method, which comprises the steps of firstly fixing a protection plate (2) with a pit (2b) array for fixing and transplanting a corallite plant complex (3) on an island edge (1a) through a pile foundation (2a), and then fixing the transplanted corallite plant complex (3) in the pit (2b) of the protection plate (2) for fixing and transplanting the corallite plant complex. The method comprises the steps of fixing a protection plate with a pit hole array on the surface around the coast through a pile foundation, and then fixedly transplanting the corallite plants in the pit holes of the protection plate, so that the impact of seawater or sea waves on the coast is reduced by utilizing the irregular appearance of the corallite, and the erosion of the seawater on the coast is reduced. Meanwhile, the method is beneficial to maintenance of the coastal protection method based on the coral arrays due to the fact that the corals in the holes are easy to replace, so that long-term effective operation of coastal protection is facilitated, and further development and application of coastal protection are facilitated.
Description
Technical Field
The invention relates to an island protection plate system based on a pile foundation fixed type coral array, in particular to a coastal protection method for reducing the impact of seawater or sea waves on an island by the irregular shape of artificially cultured corals and reducing the erosion of the seawater on the island.
Background
The coastal protection is particularly important under the conditions that the sea level rises due to global warming, and the damage to the coast and the erosion receding degree of the coast are increasingly intensified by sea water motions and chemical actions such as sea waves, tides, sea currents and the like of the sea, and the erosion receding degree of the coast is increasingly intensified. For this reason, coastal protection devices comprising heavy structures and light structures have been developed. The heavy structure is made of materials such as block stone, concrete or reinforced concrete and the like, and can be built into a slope type and a straight wall type; the light structure is made of wood, steel or reinforced concrete, and can be built into a through type and a floating type. The heavy structure device has relatively good benefit, but has high manufacturing cost and can bring significant influence on the environment; the light structure can reduce the cost of the device, but the effect and the durability of the device are poor. And the corrosion action of seawater makes the steel and the cement difficult to work effectively for a long time. On the natural coral reef, the coral reef is a living organism and the appearance of the coral reef can effectively relieve the impact of sea waves, so the coral reef has relatively good coastal erosion resistance effect. However, the widespread use of coral stones in coastal protection is largely limited by the limitation that coral stones generally only appear around coral reefs and the influence of artificial damage and environmental pollution on the growth of coral stones. Therefore, the method for protecting the coast of the coral array with the fixed pile foundation is provided internationally for the first time. The method comprises the steps of fixing a protection plate with a hole array on the surface around a coast through a pile foundation, and then fixing artificially cultured stonewort in holes of the protection plate. The method can reduce the impact of seawater or sea waves on the coast through the irregular shape of the artificially cultured stonecrop and thus reduce the erosion of the seawater on the coast. Meanwhile, the stonecrop in the holes is easy to replace, so that the maintenance of the coastal protection method based on the stonecrop array is facilitated, and the long-term effective operation, the popularization and the application of the coastal protection are facilitated.
Disclosure of Invention
The technical problem is as follows: the invention aims to provide a coastal protection method, which fixes a protection plate with a hole array on the surface around the coast through a pile foundation, and then fixes artificially cultured coral in holes of the protection plate, thereby having the characteristics of easy maintenance and long-acting effect, solving the problems that the growth area of the coral is limited and is easy to be influenced by environmental pollution and artificial damage, and being beneficial to further development and application of coastal protection.
The technical scheme is as follows: according to the coastal protection method, a plate with a hole array on the surface is fixed around an island reef through a pile foundation, and then artificially cultured stonework is fixed in holes of the plate. The method can reduce the impact of seawater or sea waves on the island through the irregular shape of the artificially cultured stonecrop and accordingly reduce the erosion of the island by the seawater.
The invention firstly applies the coral skeleton array on the plate hole array with fixed pile foundation to coastal protection internationally, not only solves the problem that the growing area of the coral skeleton is not easy to control, but also can effectively solve the problem that the coral skeleton is easy to be affected by environmental pollution and artificial damage because the transplanted coral skeleton in the plate hole is easy to be replaced, and the maintenance is easy to be carried out, thereby being beneficial to the long-term effective operation, popularization and application of coastal protection.
The invention relates to a coastal protection method, which comprises the steps of firstly fixing a protection plate with a pit array for fixing and transplanting an aucuba japonica plant complex on the edge of an island through a pile foundation, and then fixing the transplanted aucuba japonica plant complex in a pit of the protection plate for fixing and transplanting the aucuba japonica plant complex.
The fixed transplanted coral tree complex comprises a transplanted coral tree, a connecting rod and a pit for fixing the transplanted coral tree on the connecting rod, wherein the transplanted coral tree is fixed in the pit for fixing the transplanted coral tree on the connecting rod through an adhesive.
The distance between the pit arrays for fixing the transplanted corallite plant complex is 20-60 cm.
The guard plate formula guard plate as an organic whole, guard plate and pile foundation formula as an organic whole promptly, the guard plate links into a whole through welding or integrative mode of pouring with the pile foundation.
The guard plate be split type, the guard plate is split type with the pile foundation promptly, the guard plate is connected fixedly through the screw of fixed guard plate and pile foundation, with the pile foundation.
The guard plate be compound guard plate, be fixed in the guard plate bottom plate on the island reef edge and constitute with the guard plate bottom plate through the guard plate panel of the screw combination of fixed guard plate panel and bottom plate with the pile foundation combination promptly.
The pit of the protective plate for fixing the transplanted coral tree plant complex is fixed on the protective plate when the pit is a non-through hole, and the connecting rod for transplanting the coral tree plant is simultaneously fixed in the pit of the protective plate for fixing the transplanted coral tree plant complex and the pit at the edge of the island reef when the pit of the protective plate for fixing the transplanted coral tree plant complex is a through hole.
Has the advantages that: the traditional coastal protection method adopts an inanimate system, so that the persistence of the coastal protection method is often influenced, and the application adopts the live stonework with good wind and wave resistance and uses the pile foundation fixed porous array plate to fixedly transplant the stonework, so that the problem that the stonework area is limited under the normal condition and is easily influenced by environmental pollution and artificial damage factors and difficult to maintain for a long time is solved through the convenient method for transplanting the stonework to replace, thereby being beneficial to the long-term effective protection of the coast and laying a foundation for the further large-scale popularization and application of the coastal protection method.
Drawings
FIG. 1 is a schematic diagram of a protection plate pile foundation integrated type coral array island reef protection method.
FIG. 2 is a schematic diagram showing a complex of a coral-transplanted strain.
FIG. 3 is a schematic diagram of a method for protecting an island with a protection plate and a pile foundation split type coral array.
FIG. 4 is a schematic diagram of a composite protection plate pile foundation-based fixed type rockcoral array island reef protection method.
The figure shows that: island 1, island reef edge 1a, waterline 1b, the fixed pot hole 1c of transplanting the stonecrop trunk in island reef edge, guard plate 2, pile foundation 2a, pit 2b, be connected fixed hole 2a1 with the guard plate on the pile foundation, the screw 2c of fixed guard plate and pile foundation, be connected fixed hole 2d with the pile foundation on the guard plate, guard plate panel 2e, guard plate panel hole 2e1, guard plate bottom plate 2f, guard plate bottom plate hole 2f1, the screw 2g of fixed guard plate panel and bottom plate, transplant stonecrop trunk complex 3, the stonecrop trunk 3a of transplanting, the fixed pot hole 3b of transplanting the stonecrop trunk on the connecting rod, connecting rod 3 c.
Detailed Description
The invention will be further described with reference to the accompanying drawings.
The coral strains transplanted in coastal protection described herein are living ones including, but not limited to, fragments of corals such as Litsea cubeba (Poriteschlutea), Acropora glauca (Acropora sp.), Corallium coronarium (Galaxea sp.), and Platygyyrum planifolia (Platygyra sp.), Rosa turgida (Montipora turgescens), Acropora robusta (Acropora robusta), Pseudopterogorgia elisabethae (Seawan), Chrysanthemum morifolium (Goniastrea sp.), or coral strains that are branched or grown from fragments or branches thereof. At first make protection plate 2 can match with island reef edge and protection plate to island reef edge 1 a's structural design protection plate, and the protection plate simultaneously sets up the pile foundation 2a who is fixed in island reef edge 1a, and the one side sets up the pit 2b of fixed transplantation coral tree trunk complex body in addition. In order to improve the matching of the protection plate and the edge of the island, the edge of the island is processed by methods of landfill, repair and the like so that the edge of the island is matched with the joint of the protection plate. Then, the protection plate is fixed on the edge of the island through a pile foundation, and the coral stone plant complex 3 is fixedly transplanted on the pit 2b on the other side. The guard plate can be integral type with the pile foundation, put into in the stake foundation ditch and fix after guard plate and pile foundation integrated into one piece promptly, also can be split type, and the guard plate separates the shaping with the pile foundation promptly, then fixes like in the fixed hole on the pile foundation through the mechanical method with the guard plate through screw 2c or inserted bar and fix as shown in fig. 3.
The protection plate can be designed into a composite type, namely the protection plate consists of a base plate 2f combined with the pile foundation and a panel 2e with a pit 2b on which the corallite is fixedly transplanted, the base plate and the panel are fixed through a physical mode such as combination of a pile inserting or a screw 2g through a hole 2e1 of the panel and a pit 2f1 on the base plate, or the panel is fixed by sliding in the guide rail arranged on the base plate or fixed by sliding in the panel through the guide rail arranged on the base plate and then fixing through the pile inserting or the screw. Since the erosion of the edge of the island generally occurs from the water surface to 5 meters underwater, if the included angle between the slope of the edge of the island and the water surface is 30 degrees, the underwater extension of the protection plate can be known as 10 meters according to the sine of dividing 5 by 30 degrees by the theorem of right-angled triangle, and the rest included angles are analogized. The length of the parallel water line of the protection plate can be set to be as long as 20 meters or as short as 1 meter according to different parts of the island. Then set up the pile foundation according to the interval that two meters were extended under water at island reef edge, and parallel waterline part is then according to the guard plate size, if the parallel waterline length of guard plate is 1 meter then set up the pile foundation according to 30 centimetre intervals, and if the parallel waterline length of guard plate is 20 meters then set up the pile foundation according to 3 meters intervals. The depth of the pile foundation is 30-100 cm, and the diameter of the pile foundation is 10-20 cm. The thickness of the single protection plate is set to be 0.5-20 cm, if the single protection plate is a composite protection plate, the thickness of the bottom plate is set to be 0.5-5 cm, and the thickness of the panel is set to be 2-10 cm. The pit for fixing the coral plant complex to be transplanted on the protection plate is arranged at the interval of 10-50 cm, the diameter of 2-8 cm and the depth of 2-10 cm, the pit can penetrate through the protection plate, and the bottom of the pit can be left in the protection plate. The pile foundation that inserts island reef edge reservation with the guard plate through the pile foundation when setting up the guard plate is downthehole and fixed, can dispose cement in advance in the pile foundation hole for improving fixed strength. And for the composite protection plate, the protection plate base plate is fixed at the edge of the island through the pile foundation, and then the panel is fixed on the base plate in a physical mode. Then fix the coral trunk that needs to transplant in the pot hole of the fixed stone coral trunk of transplanting on the connecting rod that matches with the pit that reserves on the guard plate through the gluing agent earlier, then keep away from the connecting rod and transplant the pit on the coral trunk end and insert the guard plate and fix, when the pit of transplanting the coral trunk on the guard plate was for penetrating the hole, the connecting rod runs through the guard plate and fixes simultaneously in pit 2b of guard plate and the pot hole 1c at island reef edge. In order to improve the fixing strength of the connecting rod in the pit of the protection plate, a fastening rubber pad is arranged in advance or an adhesive is added. In order to ensure the biological diversity of the transplanted coral, different types of coral are transplanted on the protection plates at different positions of the same island or different positions of the same protection plate. The island reef protection can be according to receiving the erosion condition difference to set up the guard plate respectively, if receive the regional guard plate that sets up some that intensity is high of strong erosion, and the region that erodees few then simply sets up the guard plate or does not set up.
The present invention will be further described with reference to the following examples.
The first embodiment is as follows:
on an island of about 5 square kilometers in diameter, maintain its coast for the erosion that alleviates the sea water to the island, make the waterline use the lower part to be the level and smooth slope of 60 degrees, then set up protection plate pile foundation hole according to 2 meters intervals on the slope, hole diameter 15 centimetres, the degree of depth 0.8 meters, then about 15 meters with parallel waterline length, the waterline extends under water 6 meters carbon steel protection plate for 1 centimetre of thickness and passes through welded fastening external diameter 16 centimetres, the carbon steel pipe of internal diameter 15 centimetres long 0.8 metre is handled as the pile foundation and utilizes anticorrosive paint, then fix the protection plate in island slope pile foundation hole and fix through the pile foundation. In order to enhance the strength, the seawater-proof cement is poured into the pile foundation hole. The protective plate is provided with fixing pit holes for transplanting coral plants with the interval of 36 cm and the diameter of 3 cm. And preparing a ceramic connecting rod with the diameter of 2.8 cm and the length of 8 cm, arranging a pit with the diameter of 1.5 cm and the depth of 1.5 cm at the fixed coral end of the ceramic connecting rod, fixing coral with the diameter of 20 cm at the pit of the connecting rod through an adhesive to form a transplanted coral skeleton plant composite, arranging a rubber fixing layer with the thickness of 0.3 cm at the contact part of the connecting rod of the transplanted coral skeleton plant composite and the pit of the protection plate to enhance fixation, inserting the connecting rod into the pit of the protection plate, and fixing the rest part of the connecting rod of the transplanted coral skeleton plant composite in the hole of the island reef edge slope under the condition of keeping the transplanted coral plant exposed outside the protection plate. A plurality of protection plates are arranged in parallel to protect the reef island coast.
Example two:
in the remaining example one, the connecting rod for transplanting coral plants was fixed in the recesses of the guard plates by an adhesive instead of a rubber pad. The protection plate and the pile foundation are made of aluminum alloy materials.
Example three:
in the remaining same embodiment, in the season of small wind waves, the interval of the pit arrays of the compound body of the protective plate for fixing and transplanting the coral skeleton plant is 10 cm, the diameter is 2 cm, and the connecting rod of the compound body for transplanting the coral skeleton is used for fixing the coral skeleton plant with the diameter of 3 cm by using an adhesive through a fixing hole with the diameter of 1.2 cm and the depth of 1.5 cm.
Example four:
on an island with the diameter of about 10 square kilometers, trimming the coast of the island for reducing the erosion of seawater to the island, enabling the lower part of a waterline to be a flat slope with 60 degrees, and then arranging protection plate pile foundation holes on the slope at intervals of 3 meters, wherein the holes are 25 centimeters in diameter and 0.8 meter in depth. The length of the parallel waterline of the protection plate is about 30 meters, and the waterline extends for 6 meters. The guard plate is the reinforced cement board of unified pouring, and thickness is 15 centimetres, and it is fixed and sets up the pile foundation according to 3 meters intervals on one side of island reef coast, and pile foundation diameter 25 centimetres, length 0.8 meters. The poured protection plate is fixed into the pile foundation through being aligned with the pile foundation hole in the island coast slope. In order to increase the strength, seawater-proof cement for fixing is added into the pile foundation hole. The protective plate is provided with fixing pits for transplanting coral plants, which are 36 cm apart, 3 cm in diameter and 10 cm in depth. In addition, a glass connecting rod with the diameter of 2.8 cm and the length of 8 cm is prepared, a pit with the diameter of 1.5 cm and the depth of 1.5 cm is arranged at the coral fixing end of the glass connecting rod, then a coral plant with the diameter of 15 cm is fixed at the hole of the connecting rod fixing pit through an adhesive, and then a rubber fixing layer with the thickness of 0.3 cm is arranged at the contact position of the connecting rod fixed with the transplanted coral and the protective plate fixing pit so as to reinforce and fix the connecting rod, and the connecting rod is inserted into the protective plate pit for. A plurality of protection plates are arranged in parallel to protect the reef island coast.
Example five:
on an island of about 20 square kilometers in diameter, its coast is repaiied in order to alleviate the erosion of sea water to the island for the below part of waterline is the level and smooth slope of 30 degrees, then sets up protection plate pile foundation hole according to 3 meters intervals on the slope, hole diameter 25 centimetres, degree of depth 0.8 meters. The protective plate is a carbon steel plate which is processed by antiseptic treatment, has a length of about 30 meters parallel to the waterline, extends 10 meters underwater from the waterline and has a thickness of 0.5 cm. During construction, pile foundation holes are poured by using the anti-corrosion reinforced concrete, and 3 fixing screw holes of 2.5 cm are reserved on each pile foundation. And then the protection plate is fixed on the pile foundation through screws. Subsequently, holes penetrating through the coral graft complex fixing pits were formed in the protective plate at intervals of 32 cm and a diameter of 8 cm. And a fixing hole with the diameter of 8 cm and the depth of 9 cm is formed in the edge of the island below the hole of the coral plant transplanting pit of the protection plate. In addition, an anti-corrosion treated carbon steel connecting rod with the diameter of 7.8 cm and the length of 10 cm is prepared, a pit with the diameter of 5 cm and the depth of 2.5 cm is arranged at the coral fixing end of the connecting rod, then a coral plant with the diameter of 36 cm is fixed at the pit of the connecting rod through an adhesive, and then a rubber fixing layer with the thickness of 0.3 cm is arranged at the contact position of the connecting rod fixed with the transplanted coral and the hole of the protection plate fixing pit so as to enhance the fixation, and the connecting rod penetrates through the hole of the protection plate and is fixed in the hole of. A plurality of protection plates are arranged in parallel to protect the reef island coast.
Example six:
on an island of about 1 square kilometer in diameter, one side is more heavily attacked by wind, waves and sea water, while the rest is less attacked by sea water. Therefore, the coast is trimmed when the storm is small on the heavy surface affected by the storm, the lower part of the waterline is a flat slope with 45 degrees, then protection plate pile foundation holes are arranged on the slope at intervals of 1 meter, the diameter of each hole is 20 centimeters, the depth of each hole is 1 meter, then the length of the parallel waterline is about 10 meters, the carbon steel protection plate bottom plate with the thickness of 2 centimeters, 8 meters underwater, extending from the waterline, is fixed with the outer diameter of 20 centimeters through welding, the carbon steel pipe with the inner diameter of 18 centimeters and the length of 1 meter is used as a pile foundation to be treated by using anticorrosive paint, and then the protection plate bottom plate is fixed on the island slope through the. In order to enhance the strength, the seawater-proof cement is poured into the pile foundation hole. The panel of the protection plate is a carbon steel plate with the thickness of 2 cm and subjected to antiseptic treatment. The panel and the bottom plate of the protection plate are both reserved with 50 cm fixing holes with the interval diameter of 2 cm and 40 cm fixing pits for transplanting the corallite plant complex with the diameter of 5 cm. The guard plate panel and the base plate are fixed by screws penetrating through the fixing holes. In addition, a cement connecting rod with the diameter of 4.8 cm and the length of 10 cm is prepared, a pit with the diameter of 2 cm and the depth of 2 cm is arranged at the fixed coral end of the cement connecting rod, then coral with the diameter of 25 cm is fixed on the connecting rod through an adhesive, a rubber fixing layer with the thickness of 0.3 cm is arranged at the contact position of the connecting rod fixed with transplanted coral, the protection plate panel and the bottom plate fixing pit, and the connecting rod is inserted into the protection plate panel and the bottom plate fixing pit to be fixed in the pit hole of the island edge slope. A plurality of protective plates are arranged in parallel to protect the island reef against the more serious part of seawater.
In addition, the coast is trimmed in a light island invasion area when the sea surface is calm, so that the lower part of a waterline is a flat slope of 30 degrees, then protection plate pile foundation holes are arranged on the slope at intervals of 3 meters, the diameter of each hole is 10 centimeters, the depth of each hole is 0.5 meter, then the length of the parallel waterline is about 20 meters, the waterline extends underwater 8 meters, the carbon steel protection plate bottom plate with the thickness of 1 centimeter is fixed with the outer diameter of 20 centimeters through welding, the carbon steel pipe with the inner diameter of 18 centimeters and the length of 0.5 meter is used as a pile foundation to be treated by anticorrosive paint, and then the protection plate bottom plate is fixed on the island slope through. In order to enhance the strength, the seawater-proof cement is poured into the pile foundation hole. Guard plate bottom plate waterline extends both sides and reserves the guide rail so that the panel can slide along the guide rail and fixed with the bottom plate. Meanwhile, 50 cm of panel fixing screw holes with the interval diameter of 2 cm and 20 cm of coral graft fixing holes with the interval diameter of 3 cm are reserved on the bottom plate of the protection plate. Then, the panel of the carbon steel protection plate which is provided with fixing holes of the transplanted coral plants with the interval of 20 cm and the diameter of 3 cm and fixing holes of the panel with the interval of 50 cm and the diameter of 2 cm and is subjected to antiseptic treatment and has the thickness of 1 cm is fixed with the bottom plate through screws. Preparing a cement connecting rod with the diameter of 3 cm and the length of 10 cm, arranging a pit with the diameter of 1 cm and the depth of 2 cm at the fixed coral end of the cement connecting rod, fixing the coral with the diameter of 10 cm on the connecting rod through a bonding agent, arranging a rubber fixing layer with the thickness of 0.3 cm at the contact part of the connecting rod fixed with the transplanted coral with the protection plate panel and the bottom plate, and inserting the connecting rod into the protection plate panel and the bottom plate to fix the connecting rod in the pit hole of the island edge slope. A plurality of protective plates are arranged in parallel to protect the island reef from the less-attacked part of seawater.
Claims (7)
1. A coastal protection method is characterized in that a protection plate (2) with a pit (2b) array for fixing and transplanting a corallite plant complex (3) is fixed on an island edge (1a) through a pile foundation (2a), and then the transplanted corallite plant complex (3) is fixed in a pit (2b) of the protection plate (2) for fixing and transplanting the corallite plant complex.
2. The coastal protection method according to claim 1, wherein the fixed-transplanted coral-plant complex (3) comprises a transplanted coral-plant (3a), a connecting rod (3c) and a hole (3b) for fixing the transplanted coral-plant on the connecting rod, and the transplanted coral-plant is fixed in the hole for fixing the transplanted coral-plant on the connecting rod by an adhesive.
3. The coastal protection method according to claim 1, wherein the distance between the arrays of the pits (2b) of the fixed and transplanted coral skeleton plant complex (3) is between 20 cm and 60 cm.
4. The coastal protection method according to claim 1, wherein the protection plate is an integral protection plate, namely the protection plate and the pile foundation are integral, and the protection plate and the pile foundation are integrally connected by welding or integral casting.
5. The coastal protection method according to claim 1, characterized in that the protection plate is split, i.e. the protection plate and the pile foundation are split, and the protection plate is connected and fixed with the pile foundation through a screw (2c) for fixing the protection plate and the pile foundation.
6. The coastal protection method according to claim 1, wherein the protection plate (2) is a composite protection plate consisting of a protection plate base plate (2f) fixed to the edge (1a) of the island in combination with the pile foundation (2a) and a protection plate panel (2e) combined with the protection plate base plate (2f) by screws (2g) for fixing the protection plate panel and the base plate.
7. The coastal protection method according to claim 1, wherein the coral-transplanted plant complex (3) is fixed on the protection plate (2) when the pit (2b) of the protection plate (2) for fixing the coral-transplanted plant complex is a non-through hole, and when the pit (2b) of the protection plate (2) for fixing the coral-transplanted plant complex is a through hole, the connecting rod (3c) for transplanting the coral plant is fixed in the pit (2b) of the protection plate (2) for fixing the coral-transplanted plant complex and the pit (1c) at the edge of the island reef.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112681293A (en) * | 2020-12-16 | 2021-04-20 | 江苏中鼎建材集团有限公司 | Concrete pile device with epoxy resin material crack control is strong |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012165682A (en) * | 2011-02-14 | 2012-09-06 | Daikure Co Ltd | Structure for stabilizing slope or for breeding/culturing coral and marine algae |
CN103960179A (en) * | 2014-04-08 | 2014-08-06 | 集美大学 | Artificial ecological barrier reef |
CN107059769A (en) * | 2016-11-16 | 2017-08-18 | 长沙理工大学 | A kind of utilization mangrove and coral are layered the coast protection structure for the wave that disappears |
CN108286238A (en) * | 2017-01-09 | 2018-07-17 | 上海交通大学 | Shore protection makes reef system |
-
2019
- 2019-11-22 CN CN201911154515.6A patent/CN111021308B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012165682A (en) * | 2011-02-14 | 2012-09-06 | Daikure Co Ltd | Structure for stabilizing slope or for breeding/culturing coral and marine algae |
CN103960179A (en) * | 2014-04-08 | 2014-08-06 | 集美大学 | Artificial ecological barrier reef |
CN107059769A (en) * | 2016-11-16 | 2017-08-18 | 长沙理工大学 | A kind of utilization mangrove and coral are layered the coast protection structure for the wave that disappears |
CN108286238A (en) * | 2017-01-09 | 2018-07-17 | 上海交通大学 | Shore protection makes reef system |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112681293A (en) * | 2020-12-16 | 2021-04-20 | 江苏中鼎建材集团有限公司 | Concrete pile device with epoxy resin material crack control is strong |
CN112681293B (en) * | 2020-12-16 | 2022-02-08 | 江苏中鼎建材集团有限公司 | Concrete pile device with epoxy resin material crack control is strong |
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