CN220767912U

CN220767912U - Coastal zone shore protection structure

Info

Publication number: CN220767912U
Application number: CN202322374856.2U
Authority: CN
Inventors: 王自豪; 曹超; 陈勇; 吴申洋
Original assignee: Chengtong Kaisheng Ecological Construction Co ltd
Current assignee: Chengtong Kaisheng Ecological Construction Co ltd
Priority date: 2023-09-01
Filing date: 2023-09-01
Publication date: 2024-04-12
Anticipated expiration: 2033-09-01

Abstract

The application relates to a coastal zone revetment structure, which belongs to the technical field of revetments and comprises a revetment main body, wherein a resisting assembly is arranged on the revetment main body; the resisting assembly comprises a plurality of stand columns, each two stand columns are respectively sleeved with a fixed cylinder, two baffle plates are fixedly connected between the fixed cylinders, connecting columns are fixedly connected to the tops of the resisting plates, transverse plates are fixedly connected to the tops of the connecting columns, and round blocks are rotatably connected to the left side and the right side of the inner portions of the transverse plates. This coastal zone shore protection structure through setting up and keeping out the subassembly, when the seawave dashes on the shore protection main part, can pass through the preliminary impact force that slows down the seawave of coastal mound, and the unrestrained piece that disappears is gone up to the rethread to the baffle, further slows down the impact force through unrestrained piece that disappears, still keeps out rubbish on the coastal side through keeping out the baffle after the seawave washs to avoid the seawave to bring the rubbish into the ocean and cause the pollution, the periodic coastal rubbish washs can again.

Description

Coastal zone shore protection structure

Technical Field

The application relates to the technical field of shore protection, in particular to a shore protection structure of a coastal zone.

Background

The coastal zone revetment refers to a series of engineering measures taken to protect coastal lines from erosion and scouring, and the main purpose of the coastal zone revetment is to protect coastal areas land, buildings and infrastructure from sea waves, tides and sea erosion, and various coastal zone revetment forms are commonly used, including embankments, breakwater, revetments, seawalls and the like, which can weaken the impact force of sea waves, prevent sea water from eroding coastal lands, protect coastal areas ecological environment and human activities, and the coastal zone revetment construction needs to consider various factors, including coastal geological conditions, ocean dynamics, climate change and the like.

The existing coastline coast protection is formed by installing a plurality of wave-dissipating blocks near the coastline so as to slow down the impact force of the sea waves and protect the coastline from being eroded and flushed by the sea waves, and the coastline usually has human activities to cause the garbage to remain on the coastline, and the sea waves can bring the garbage into the sea easily when flushing the coastline each time, so that serious influence can be caused on a marine ecological system and marine organisms, and the coastline coast protection structure is provided.

Disclosure of Invention

To the not enough of prior art, this application provides a coastal zone shore protection structure, possesses the rubbish that reduces coastal side and is taken into the ocean moderate advantage easily.

In order to achieve the above purpose, the present application provides the following technical solutions: the shore protection structure of the coastal zone comprises a shore protection main body, wherein a resisting component is arranged on the shore protection main body.

The utility model provides a stand, keep out subassembly includes the stand, the quantity of stand is a plurality of, every two all overlap on the stand and be equipped with a fixed section of thick bamboo, two fixedly connected with is kept out the baffle between the fixed section of thick bamboo, the top fixedly connected with spliced pole of keeping out the baffle, the top fixedly connected with diaphragm of spliced pole, the inside left and right sides of diaphragm is all rotated and is connected with circular piece, the inside fixedly connected with dead lever of circular piece, the top of dead lever runs through the diaphragm and extends to outside and fixedly connected with rotatory piece, the bottom fixedly connected with screw thread post of dead lever, the screw thread groove has been seted up to the bottom of stand, screw thread post threaded connection is in the inside of screw thread groove, a plurality of through-hole has been seted up to the inside of keeping out the baffle, the bottom fixedly connected with inserted bar of stand, the inside at the bank protection main part is fixed to the inserted bar.

Through adopting above-mentioned technical scheme, through setting up the subassembly of keeping out, when the seawave dashes on the shore protection main part, can pass through the preliminary impact force that slows down the seawave of coastal mound, and the unrestrained piece that disappears is gone up to the rethread to the baffle, further slows down the impact force through unrestrained piece that disappears, still keeps out rubbish on the coastal side through the fender board after the seawave washs to avoid the seawave to bring the rubbish into the ocean and cause the pollution, the coastal rubbish washs can regularly again.

Further, a guardrail is fixed on the left side of the top of the revetment main body, and a plurality of adjacent wave eliminating blocks are fixed on the slope of the revetment main body.

By adopting the technical scheme, the plurality of wave dissipating blocks are adjacently fixed on the slope of the revetment main body, so that the coastline is protected from erosion.

Further, a plurality of coastal piers are fixed on the right side of the top of the revetment main body, and the coastal piers are cylindrical.

Through adopting above-mentioned technical scheme, play the effect that slows down the wave impact through setting up a plurality of coastal mounds.

Further, a plurality of coastal piers are distributed on one side of the upright post far away from the wave dissipating block at equal distance from front to back, and the upright post is a cylinder.

Through adopting above-mentioned technical scheme, through setting up coast mound in the stand the place ahead, earlier through the preliminary impact force that slows down of coast mound when the wave erodees, avoid the wave to cause great impact force to the butt baffle.

Further, the quantity of spliced pole is a plurality of, and a plurality of spliced pole is all fixed connection between diaphragm and fender.

Through adopting above-mentioned technical scheme, play the effect of connecting fixed diaphragm and supporting the baffle through setting up the spliced pole.

Further, the rotating block is positioned at the top of the transverse plate, and the rotating block is a circular block.

Through adopting above-mentioned technical scheme, conveniently rotate the screw thread post through setting up rotatory piece and shift out the screw thread post from the screw thread inslot to conveniently dismantle the butt baffle.

Further, the outer wall of the rotating block is fixed with a plurality of raised strips, and the raised strips are distributed around the same distance.

Through adopting above-mentioned technical scheme, play the effect of increase friction through setting up a plurality of sand grip, the rotatory piece of convenient rotation.

Compared with the prior art, the technical scheme of the application has the following beneficial effects:

this coastal zone shore protection structure through setting up and keeping out the subassembly, when the seawave dashes on the shore protection main part, can pass through the preliminary impact force that slows down the seawave of coastal mound, and the unrestrained piece that disappears is gone up to the rethread to the baffle, further slows down the impact force through unrestrained piece that disappears, still keeps out rubbish on the coastal side through keeping out the baffle after the seawave washs to avoid the seawave to bring the rubbish into the ocean and cause the pollution, the periodic coastal rubbish washs can again.

Drawings

FIG. 1 is a schematic structural diagram of the present application;

FIG. 2 is a schematic view of a retaining assembly of the structure of the present application;

fig. 3 is a partial cross-sectional view of a retaining assembly of the structure of the present application.

In the figure: 1. a revetment main body; 2. wave eliminating block; 3. guard bars; 4. a column; 5. coastal piers; 6. a fixed cylinder; 7. a rod; 8. a baffle; 9. a connecting column; 10. a cross plate; 11. a rotating block; 12. a circular block; 13. a fixed rod; 14. a threaded column; 15. a thread groove.

Detailed Description

The following description of the embodiments of the present application will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all, of the embodiments of the present application. All other embodiments, which can be made by one of ordinary skill in the art without undue burden from the present disclosure, are within the scope of the present disclosure.

Referring to fig. 1-3, a shore protection structure of a shore protection belt in this embodiment includes a shore protection main body 1, and a resisting component is mounted on the shore protection main body 1.

The resisting component comprises upright posts 4, the quantity of the upright posts 4 is a plurality of, fixed barrels 6 are sleeved on every two upright posts 4, the fixed barrels 6 are sleeved on the upright posts 4 to play a role of stabilizing the resisting plates 8, a resisting plate 8 is fixedly connected between the two fixed barrels 6, a connecting column 9 is fixedly connected to the top of the resisting plate 8, a transverse plate 10 is fixedly connected to the top of the connecting column 9, the quantity of the connecting columns 9 is a plurality of, the connecting columns 9 are fixedly connected between the transverse plate 10 and the resisting plates 8, round blocks 12 are rotatably connected to the left side and the right side of the inside of the transverse plate 10, fixing rods 13 are fixedly connected to the inside of the round blocks 12, the top of each fixing rod 13 penetrates through the transverse plate 10 to extend to the outside and is fixedly connected with rotary blocks 11, threaded columns 14 are fixedly connected to the bottom of the fixing rods 13, threaded grooves 15 are formed in the bottom of the upright posts 4, the threaded columns 14 are in threaded connection with the inside of the threaded grooves 15, a plurality of through holes are formed in the inside of the resisting plates 8, inserting rods 7 are fixedly connected to the bottom of the upright posts 4, and the inserting rods 7 are fixedly connected to the inside of the retaining plates 1.

The right side at the top of the shore protection main body 1 is fixedly provided with a plurality of shore piers 5, the shore piers 5 are cylindrical, the shore piers 5 are equidistantly distributed on one side of the upright post 4 far away from the wave dissipating block 2, and the upright post 4 is cylindrical.

It should be noted that, the upright post 4 is of a cylindrical structure, a plurality of coastal piers 5 and the upright posts 4 are arranged side by side and are distributed, impact force of ocean waves can be slowed down when the ocean waves wash, barbs are fixed on two sides of the bottom of the inserted link 7, and the inserted link 7 is matched with concrete to be fixed in the revetment main body 1, so that the upright post 4 is fixed more firmly.

Among them, the coastal pier 5, which is also called a coastal post, a coastal columnar structure, etc., is a columnar structure, typically made of concrete or other materials, is embedded in the sea near the coastline for protecting the coastline from erosion and scouring, and reduces the impact force of the ocean waves on the coastline by blocking and dispersing the energy of the ocean waves, which can reduce the impact force of the ocean waves, thereby protecting the coastline from erosion and scouring.

It should be noted that, by rotating the two rotating blocks 11 to drive the fixing rod 13 and the threaded column 14 to rotate until the threaded column 14 is moved out of the threaded groove 15, the fixing cylinder 6 can be removed from the upright post 4, thereby facilitating maintenance and replacement of the abutment plate 8.

It should be noted that, by arranging the coast pier 5 in front of the upright post 4, the impact force is primarily slowed down through the coast pier 5 when the sea waves wash, so that the sea waves can be prevented from causing larger impact force to the baffle plate 8.

Referring to fig. 1, in this embodiment, a guardrail 3 is fixed on the left side of the top of a revetment main body 1, and a plurality of adjacent wave dissipating blocks 2 are fixed on the slope of the revetment main body 1, so that the coastline is generally provided with more tourists, and the guardrail 3 is provided to protect the tourists.

Where detailed coastal surveys and engineering are required to determine the installation location prior to installing the wave-attenuating block 2, which typically requires consideration of sea wave conditions, seafloor geology, shoreline stability, etc., and preparation of the seafloor, which may include cleaning up seafloor debris, levelling the seafloor, removing unstable sediment, etc., in order to secure the wave-attenuating block 2, it is necessary to install anchoring facilities on the seafloor, which may include reinforced concrete foundations, steel piles, anchor chains, etc., the type and number of anchoring facilities may vary depending on the size of the wave-attenuating block 2 and sea wave conditions, once the anchoring facilities are ready, the wave-attenuating block 2 may be installed thereon.

It should be noted that, the wave-dissipating blocks 2 are hollow wave-dissipating blocks with four corners, and the wave-dissipating blocks 2 are adjacently fixed on the slope of the revetment main body 1, so as to protect the coastline from erosion, and the wave impact is slowed down by arranging the coastal piers 5.

Wherein the connecting column 9 is used for connecting the fixed transverse plate 10 and the resisting plate 8.

Referring to fig. 2, in this embodiment, the rotating block 11 is located at the top of the transverse plate 10, the rotating block 11 is a circular block, a plurality of protruding strips are fixed on the outer wall of the rotating block 11, the plurality of protruding strips are distributed around the same distance, the function of increasing friction is achieved by arranging the plurality of protruding strips, the rotating block 11 is convenient to rotate to drive the fixing rod 13 to rotate, and the fixing rod 13 is rotationally connected inside the transverse plate 10.

Wherein, conveniently rotate screw thread post 14 through setting up rotatory piece 11 and shift out screw thread post 14 from screw thread groove 15 in, alright upwards stimulate diaphragm 10 and take off fixed section of thick bamboo 6 from the stand to conveniently dismantle baffle 8, conveniently maintain and change baffle 8.

It should be noted that, when the sea wave impacts the coastline, the garbage on the coastline is usually brought into the sea, and the garbage, the waste and the floaters in the coastal area are pushed to the sea, so that the sea is polluted, and when the sea wave retreats, the garbage brought by the sea wave can be intercepted by the baffle plate 8, so that the garbage is prevented from entering the sea.

The working principle of the embodiment is as follows: when the sea wave is scoured, the impact force of sea wave can be initially slowed down through the coastal pier 5, then the wave eliminating block 2 is scoured through the abutting baffle 8, further the impact force is slowed down through the wave eliminating block 2, thereby reduce the erosion of sea wave to the coastline, still keep out the rubbish that is taken down by the sea wave on the coast through abutting baffle 8 after the sea wave is scoured, thereby avoid the sea wave to bring the rubbish into the sea and cause the pollution, the coast rubbish washs can regularly again, when changing abutting baffle 8, drive dead lever 13 and screw thread post 14 rotation through rotatory two rotatory pieces 11, until the screw thread post 14 is removed from the screw thread inslot 15 rotation, alright take down the fixed cylinder 6 from stand 4, thereby conveniently maintain and change abutting baffle 8.

Claims

1. The utility model provides a coastal zone shore protection structure, includes shore protection main part (1), its characterized in that: a resisting component is arranged on the revetment main body (1);

the utility model provides a stand, keep out subassembly includes stand (4), the quantity of stand (4) is a plurality of, every two all overlap on stand (4) and be equipped with fixed section of thick bamboo (6), two fixedly connected with keeps out board (8) between fixed section of thick bamboo (6), the top fixedly connected with spliced pole (9) of keeping out board (8), the top fixedly connected with diaphragm (10) of spliced pole (9), the inside left and right sides of diaphragm (10) is all rotated and is connected with circular piece (12), the inside fixedly connected with dead lever (13) of circular piece (12), the top of dead lever (13) runs through diaphragm (10) and extends to outside and fixedly connected with rotatory piece (11), the bottom fixedly connected with screw thread post (14) of dead lever (13), screw thread groove (15) have been seted up to the bottom of stand (4), screw thread post (14) threaded connection is in the inside of screw thread groove (15), a plurality of through-hole has been seted up to the inside of keeping out board (8), the inside fixedly connected with inserted bar (7) of stand (4), inserted bar (7) are fixed in inside the fixed shore (1).

2. A coastal zone revetment structure according to claim 1, wherein: the left side at the top of the shore protection main body (1) is fixed with a guardrail (3), and a plurality of adjacent wave dissipation blocks (2) are fixed on the slope of the shore protection main body (1).

3. A coastal zone revetment structure according to claim 1, wherein: the right side at the top of the shore protection main body (1) is fixedly provided with a plurality of shore piers (5), and the shore piers (5) are cylindrical.

4. A coastal zone revetment structure according to claim 3, wherein: the coastal piers (5) are distributed on one side of the upright post (4) far away from the wave dissipating block (2) at equal intervals, and the upright post (4) is a cylinder.

5. A coastal zone revetment structure according to claim 1, wherein: the number of the connecting columns (9) is a plurality of, and the connecting columns (9) are fixedly connected between the transverse plates (10) and the resisting plates (8).

6. A coastal zone revetment structure according to claim 1, wherein: the rotating block (11) is positioned at the top of the transverse plate (10), and the rotating block (11) is a round block.

7. A coastal zone revetment structure according to claim 6, wherein: the outer wall of the rotating block (11) is fixedly provided with a plurality of raised strips, and the raised strips are distributed around the same distance.