CN112962518A - Fiber composite rib sea water sea sand breakwater structure - Google Patents
Fiber composite rib sea water sea sand breakwater structure Download PDFInfo
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- CN112962518A CN112962518A CN202110222214.3A CN202110222214A CN112962518A CN 112962518 A CN112962518 A CN 112962518A CN 202110222214 A CN202110222214 A CN 202110222214A CN 112962518 A CN112962518 A CN 112962518A
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- breakwater
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- 239000002131 composite material Substances 0.000 title claims abstract description 29
- 239000004576 sand Substances 0.000 title claims abstract description 27
- 239000013535 sea water Substances 0.000 title claims abstract description 27
- 239000000835 fiber Substances 0.000 title claims abstract description 21
- 230000007246 mechanism Effects 0.000 claims abstract description 66
- 230000001681 protective effect Effects 0.000 claims abstract description 37
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 32
- 239000004575 stone Substances 0.000 claims description 18
- 230000003247 decreasing effect Effects 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 2
- 230000003139 buffering effect Effects 0.000 description 15
- 230000000694 effects Effects 0.000 description 4
- 230000009467 reduction Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000009991 scouring Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000002337 anti-port Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
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Classifications
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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
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Revetment (AREA)
Abstract
The invention relates to the technical field of breakwaters, and discloses a fiber composite rib sea water sand breakwater structure which comprises a breakwater body, wherein a plurality of composite rib fixing frames are obliquely arranged in the breakwater body, the breakwater body outside the composite rib fixing frames is an inclined plane, a plurality of buffer mechanisms are uniformly arranged on the inclined plane from top to bottom, each buffer mechanism comprises a flow inlet facing sea water, the flow inlets are communicated with an internal connecting pipe, a plurality of flow outlet pipes are uniformly arranged on the upper part of the connecting pipe, the tail ends of the flow outlet pipes are facing upwards, a protection mechanism is arranged on the upper part of the breakwater body, and the protection mechanism realizes the opening and closing of the buffer mechanisms through opening and closing. The protection mechanism is arranged to open and close the buffer mechanism on the dike body, and the protective net moves through the matching of the sliding block and the sliding groove, so that the moving resistance is reduced, the energy inclination of the dike body can be effectively realized, and the daily impact force on the dike body is reduced.
Description
Technical Field
The invention relates to the technical field of breakwaters, in particular to a fiber composite rib sea water sand breakwater structure.
Background
Breakwaters are underwater buildings constructed to block the impact of waves, maintain harbor basins, maintain water level steady to protect harbors from weather, for safe berthing and operation of ships. The existing breakwater structure can be generally divided into a heavy breakwater structure and a light breakwater structure, wherein a slope breakwater is arranged in the heavy breakwater structure, waves meet the slope breakwater and are obviously changed, the waves are broken on the slope, local concentrated power water pressure and bottom flow are brought to the slope, and upward counter pressure is generated on the underwater slope surface. Therefore, the outer slope of the dike is usually protected by natural large stones, artificial concrete squares or special-shaped blocks.
Through retrieval, chinese patent No. CN107059772A provides a breakwater structure, which includes a dike body, wherein two sides of the dike body are provided with a plurality of through-flow ports that are communicated with each other, the through-flow ports are communicated with a cavity, the cavity is internally provided with a plurality of horizontal concrete walls and vertical concrete walls, the horizontal concrete walls and the vertical concrete walls form a rectangular grid structure, each grid is internally provided with a flow guide channel communicated with the corresponding through-flow port, an upper slope of the dike body is provided with a plurality of wave dissipation plates, the wave dissipation plates are arranged between the grids formed by the horizontal concrete walls and the vertical concrete walls, wave dissipation holes for reducing waves are arranged on the wave dissipation plates, the wave dissipation plates are fixed behind the horizontal concrete walls and the vertical concrete walls, the wave dissipation holes of the wave dissipation plates are communicated with the flow guide channels below the wave dissipation plates, and each through-flow port on two sides of the dike body is provided with a.
The existing sea water and sea sand breakwater structure with fiber composite bars has the disadvantages that: although the sea water and sea sand breakwater is realized, the breakwater is lack of a protection mechanism and is easy to be damaged in the early tide, so that the long-time use of the breakwater is influenced.
Disclosure of Invention
The invention aims to provide a fiber composite bar sea water sand breakwater structure, which realizes the opening and closing of a buffer mechanism on a breakwater body through an arranged protection mechanism, in addition, a protective net realizes the movement through the matching of a sliding block and a sliding groove, the movement resistance is reduced, meanwhile, the energy inclination of the breakwater body can be effectively carried out, the daily impact force applied to the breakwater body is reduced, and the fiber composite bar sea water sand breakwater structure aims to solve the problem that the existing fiber composite bar sea water sand breakwater structure in the prior art realizes the sea water sand breakwater effect, but the breakwater is lack of the protection mechanism, and the breakwater is easy to be damaged in early tide, so that the long-time use of the breakwater is influenced.
The invention relates to a fiber composite rib sea water sand breakwater structure, which comprises a breakwater body, wherein a plurality of composite rib fixing frames are obliquely arranged in the breakwater body, the breakwater body outside the composite rib fixing frames is an inclined plane, a plurality of buffer mechanisms are uniformly arranged on the inclined plane from top to bottom, each buffer mechanism comprises a flow inlet opposite to sea water, the flow inlets are communicated with an internal connecting pipe, a plurality of flow outlet pipes are uniformly arranged on the upper part of the connecting pipe, the tail ends of the flow outlet pipes are opposite to the upper part, a protection mechanism is arranged on the upper part of the breakwater body, and the protection mechanism realizes the opening and closing of the buffer mechanisms through opening and closing.
Further, the play flow tube is including water conservancy diversion mouth, buffering portion, play flow outlet from bottom to top in proper order, water conservancy diversion mouth intercommunication connecting pipe and upper portion end-to-end connection buffering portion, the upper portion of buffering portion is connected with the play flow outlet, the inside rivers of connecting pipe flow into to the play flow tube through kinetic energy, the whole clashes into of the intraoral rivers of water conservancy diversion reduce kinetic energy in the buffering portion, and the rivers after reducing kinetic energy at last flow into to the sea through the play flow outlet buffering mechanism at last, the internal diameter of water conservancy diversion mouth, buffering portion, play flow outlet is the degressive form in proper order.
Furthermore, the outside of the inflow opening is provided with an inlet cover, the inner radial inflow opening of the inlet cover is gradually decreased, the inner wall of the inlet cover is provided with a fixing opening, a screw is fixed on the fixing opening, one side of the inlet cover is embedded in the inflow opening, and the screw is connected with the inner wall of the inflow opening to fix the inlet cover.
Furthermore, stones are arranged on two sides of the embankment body, a gap is reserved between the stones, the protection mechanism moves to the upper portion of the stones when the flood tide is opened, the protection mechanism moves to seal the buffer mechanism when the flood tide is ebbed, the plurality of buffer mechanisms are distributed on the embankment body, and the stones are distributed on two sides of each buffer mechanism.
Furthermore, the protection mechanism comprises a shell arranged on the upper portion of the embankment body, a motor is arranged on one side in the shell, a first gear is arranged at the output end of the motor, a second gear is connected to one side of the first gear in a transmission mode, a screw rod is nested in the middle of the second gear, and fixed bearings are arranged at two ends of the screw rod and fixed on the inner wall of the shell.
Further, the lead screw includes left lead screw and right lead screw, the junction of left lead screw and right lead screw is fixed with the partition external member, just equal sliding connection has spacing slider on the outer wall of left lead screw and right lead screw, one side of spacing slider is provided with the slip guide arm, the one end of slip guide arm extends to and is located in the spacing spout on the casing inside wall.
Furthermore, a connecting rod is arranged on the other side of the limiting sliding block, one end of the connecting rod extends out of the shell, the end of the connecting rod is connected with a protective net, the protective net is parallel to the inclined plane, a through groove is formed in the side wall of the shell, and the connecting rod slides in the through groove to realize movement of the protective net.
Furthermore, the upper side and the lower side of the buffer mechanism are respectively provided with an upright post, a fixed rod is transversely arranged on the upright post, the upper part of the fixed rod is provided with a sliding groove, and a sliding block matched with the sliding groove is arranged in the sliding groove.
Furthermore, the upper part of the sliding block is provided with a connecting piece, the top end of the connecting piece is fixed on the protective net, and the included angle between the connecting piece and the sliding block is set to be 145-175 degrees.
Furthermore, a plurality of through holes are uniformly formed in the protective net, the inner diameter of each through hole is 5-10cm, protective sleeves are arranged on the opposite sides of the two protective nets, and the protective sleeves are nested on the outer walls of the protective nets and used for reducing the impact force when the protective nets are closed.
Compared with the prior art, the sea water and sea sand breakwater structure with the fiber composite bars provided by the invention has the following beneficial effects:
1. the opening and the sealing of the buffer mechanism on the dyke body are realized through the arranged protection mechanism, when the tide rises, the tide impacts the dyke body, at the moment, the motor drives the left screw rod and the right screw rod to rotate, the limiting slide block on the left screw rod and the right screw rod can be driven to move relatively, so that the connecting rod drives the protective net to move to open the buffer mechanism, the water flow flows into the inflow port of the buffer mechanism, the kinetic energy pressure relief is realized in the outflow pipe, the flow rate of the water flow is reduced, the scouring force on the dyke body is reduced, when the tide falls, the left screw rod and the right screw rod both rotate reversely, the protective net realizes the sealing of the buffer mechanism, the buffer mechanism is protected, meanwhile, through holes are arranged on the protective net, the water flow can be buffered by the buffer mechanism, at the moment, the buffer mechanism cannot be damaged by people, in addition, the movement of the protective net is realized through the matching of, the moving resistance is reduced, and meanwhile, the energy inclination of the embankment body can be effectively carried out, so that the daily impact force on the embankment body is reduced;
2. buffer gear reaches the energy reduction through the striking with the increase energy loss, it can make more rivers get into the connecting pipe to go into the cover, rivers in the connecting pipe can rush into to a plurality of play flowpipes like this, the water conservancy diversion effect is realized to the water conservancy diversion mouth on the play flowpipe, and rivers reduce because the pipe diameter in buffering portion, its peripheral rivers can move to the middle part, thereby make peripheral rivers realize the striking kinetic energy that comes the detached rivers, flow from the play flowpipe at last, reduce the impact of rivers impact dyke body like this, the stone of setting at first can block rivers, secondly can be convenient for the protection network stops that slides, it is convenient to have brought for protection machanism uses.
Drawings
Fig. 1 is a side structural sectional view of a fiber composite rib sea water sand breakwater structure provided by the invention;
FIG. 2 is an enlarged view of the structure of the area A in FIG. 1;
fig. 3 is a front view of the sea sand breakwater structure with fiber composite bars provided by the invention;
fig. 4 is a schematic structural diagram of a buffering mechanism in the sea water and sea sand breakwater structure with fiber composite bars provided by the invention;
fig. 5 is a schematic structural view of a protection mechanism in the sea sand breakwater structure with fiber composite bars provided by the invention;
fig. 6 is a schematic diagram of the energy leakage of the buffer mechanism in the sea water and sea sand breakwater structure with the fiber composite bars provided by the invention to water flow.
In the figure: 1-dyke body, 2-buffer mechanism, 3-inflow port, 4-cover, 5-outflow pipe, 6-diversion port, 7-buffer part, 8-outflow port, 9-stone, 10-protection mechanism, 11-protective net, 12-upright post, 13-fixed rod, 14-slide block, 15-slide groove, 16-connecting piece, 17-connecting rod, 18-through hole, 19-shell, 20-motor, 21-first gear, 22-second gear, 23-fixed bearing, 24-right screw rod, 25-limit slide block, 26-separation external member, 27-limit slide groove, 28-slide guide rod, 29-left screw rod, 30-composite bar and 31-through groove.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
The following describes the implementation of the present invention in detail with reference to specific embodiments.
The same or similar reference numerals in the drawings of the present embodiment correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", etc. based on the orientation or positional relationship shown in the drawings, it is only for convenience of describing the present invention and simplifying the description, but it is not intended to indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and therefore, the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present patent, and the specific meaning of the terms may be understood by those skilled in the art according to specific circumstances.
Referring to fig. 1-6, preferred embodiments of the present invention are shown.
The sea sand breakwater structure with the fiber composite bars comprises a breakwater body 1, a plurality of composite bar fixing frames 30 are obliquely arranged in the breakwater body 1, the breakwater body 1 on the outer side of each composite bar fixing frame 30 is an inclined plane, a plurality of buffer mechanisms 2 are uniformly arranged on the inclined plane from top to bottom, each buffer mechanism 2 comprises a flow inlet 3 opposite to sea water, each flow inlet 3 is communicated with an internal connecting pipe, a plurality of flow outlets 5 are uniformly arranged on the upper portion of each connecting pipe, the tail ends of the flow outlets 5 are opposite to the upper portion, a protection mechanism 10 is arranged on the upper portion of the breakwater body 1, the protection mechanism 10 is opened and closed to realize opening and closing of the buffer mechanisms 2, when tide rises, tide impacts the breakwater body 1, the buffer mechanisms 2 are opened at the moment, so that water flows into the flow inlets 3 of the buffer mechanisms 2, pressure relief is realized in the flow outlets 5, the flow velocity of the water is reduced, and the scouring force, and when the tide goes back, the protective net 11 seals the buffer mechanism 2, so that the buffer mechanism 2 is protected, and meanwhile, the through hole 18 arranged on the protective net 11 can enable water flow to pass through, so that the buffer mechanism 2 can also buffer and reduce the energy of the water flow, but the buffer mechanism 2 cannot be artificially damaged at the moment.
In this embodiment, the outlet pipe 5 sequentially includes a flow guiding port 6, a buffering portion 7, and an outlet port 8 from bottom to top, the flow guiding port 6 communicates with the connecting pipe, and the upper end of the connecting pipe is connected with the buffering portion 7, the upper portion of the buffering portion 7 is connected with the outlet port 8, the water flow inside the connecting pipe flows into the outlet pipe 5 through kinetic energy, all the water flow inside the flow guiding port 6 impacts on the buffering portion 7 to reduce the kinetic energy, the water flow with reduced kinetic energy finally flows out of the buffering mechanism 2 through the outlet port 8 and finally flows into the sea, the inner diameters of the flow guiding port 6, the buffering portion 7, and the outlet port 8 are sequentially decreased, as shown in fig. 6, the water flow inside the connecting pipe rushes into the plurality of outlet pipes 5, the flow guiding port 6 on the outlet pipe 5 realizes the flow guiding effect, and the water flow around the flow of the buffering portion 7 moves to the middle portion due to the reduction of the pipe diameter, so, and finally out of the outflow opening 8, thus reducing the impact force of the water flow on the dyke body 1.
In this embodiment, the outside of influent stream mouth 3 is provided with into cover 4, the internal diameter of going into cover 4 is to influent stream mouth department and is descending the form in proper order, be provided with the fixed orifices on going into the inner wall of cover 4, be fixed with the screw on the fixed orifices, and go into one side nestification of cover 4 in influent stream mouth 3, the screw realizes being connected with the inner wall of influent stream mouth 3 and realizes going into the fixed of cover 4, it has increased the diameter of influent stream mouth 3 to go into cover 4, thereby reached more rivers and entered the inlet tube and let out the ability, thereby reduce the impact that dyke body 1 received.
In this embodiment, the both sides of dyke body 1 all are provided with stone 9, leave the clearance between stone 9, protection machanism 10 moves to the upper portion of stone 9 when the tide rises and opens, when the tide moves back, protection machanism 10 removes the closure that realizes buffer gear 2, it has a plurality of buffer gear 2 to distribute on dyke body 1, the both sides of buffer gear 2 also equally distribute cloth have stone 9, during its distribution state, every section all is provided with buffer gear 2 on the dyke body, and buffer gear 2's both sides also all are provided with stone 9, the stone 9 of setting at first can block rivers, secondly can be convenient for protection network 11 to slide and stop, it is convenient to have brought for protection machanism 10 uses.
In this embodiment, the protection mechanism 10 includes a housing 19 disposed on the upper portion of the embankment body 1, a motor 20 is disposed on one side of the housing 19, a first gear 21 is disposed at an output end of the motor 20, a second gear 22 is connected to one side of the first gear 21 in a transmission manner, a lead screw is nested in the middle of the second gear 22, fixed bearings 23 are disposed at two ends of the lead screw, the fixed bearings 23 are fixed on an inner wall of the housing 19, the lead screw includes a left lead screw 29 and a right lead screw 24, a partition kit 26 is fixed at a connection portion of the left lead screw 29 and the right lead screw 24, a limit slider 25 is slidably connected to outer walls of the left lead screw 29 and the right lead screw 24, a slide guide rod 28 is disposed on one side of the limit slider 25, one end of the slide guide rod 28 extends into a limit chute 27 located on an inner side wall of the housing 19, a connecting rod 17 is disposed, the protection net 11 is parallel with the inclined plane, be provided with logical groove 31 on the casing 19 lateral wall, connecting rod 17 slides in logical groove 31 in order to realize that protection net 11 removes, the upper and lower both sides of buffer gear 2 are provided with stand 12 respectively, transversely be provided with dead lever 13 on the stand 12, the upper portion of dead lever 13 is provided with spout 15, be provided with the slider 14 of looks adaptation with it in the spout 15, protection net 11 realizes removing through the cooperation of slider 14 with spout 15, the resistance of removal has been reduced, can effectively carry out the energy slope to dyke 1 simultaneously, reduce the daily impact force that receives of dyke 1.
In this embodiment, the upper portion of the sliding block 14 is provided with a connecting member 16, the top end of the connecting member 16 is fixed on the protection net 11, and the included angle between the connecting member 16 and the sliding block 14 is set to 145 and 175 °, so as to ensure that the protection net 11 is obliquely arranged, while the sliding block 14 is vertically arranged, and the connecting member 16 is obliquely fixed, which facilitates the connection and fixation of the two.
In this embodiment, a plurality of through holes 18 are uniformly formed in the protective nets 11, the inner diameters of the through holes 18 are 5-10cm, and protective sleeves are respectively arranged on opposite sides of two protective nets 11, the protective sleeves are nested on the outer walls of the protective nets 11 and are used for reducing the impact force when the protective nets are closed, so that when the protective nets are closed, the protective sleeves are firstly squeezed to buffer when the two protective nets 11 collide, and the impact force is reduced.
When the technical scheme is used, an external power supply is connected, tide water impacts the embankment body 1 when tide rises, at the moment, the motor 20 drives the left screw rod 29 and the right screw rod 24 to rotate, the limiting slide block 25 on the left screw rod 29 and the right screw rod 24 can be driven to move, so that the connecting rod 17 drives the protective net 11 to move to open the buffer mechanism 2, water flows into the flow inlet 3 of the buffer mechanism 2, kinetic energy pressure relief is realized in the flow outlet pipe 5, the flow speed of the water flows is reduced, the buffer mechanism 2 achieves energy reduction by increasing energy loss through impact, the flow inlet cover 4 can enable more water flows to enter the connecting pipe, so that the water flows in the connecting pipe can flush into the flow outlet pipes 5, the flow guide openings 6 on the flow outlet pipes 5 realize flow guide effect, and the water flows on the periphery of the buffer part 7 can move towards the middle part due to the reduction of pipe diameter, so that the kinetic energy of the water flows on the periphery can, finally, flow out from the outflowing port 8, reduce the impact that rivers assaulted dyke body 1 like this, the stone 9 that sets up at first can block rivers, secondly can be convenient for protection network 11 to slide and stop, it is convenient to have brought for protection machanism 10 uses, and when moving back the tide, left lead screw 29 and the equal antiport of right lead screw 24, make protection network 11 realize sealing buffer gear 2, thereby protect buffer gear 2, it can make rivers pass to be provided with through-hole 18 on the protection network 11 simultaneously, buffer gear 2 also can cushion the ability to rivers like this, but buffer gear 2 can not be destroyed by the people this moment, protection network 11 realizes removing through the cooperation of slider 14 with spout 15 in addition, the resistance of removal has been reduced, can effectively carry out the energy slope to dyke body 1 simultaneously, reduce the daily impact force that receives of dyke body 1.
In this embodiment, the whole operation process can be controlled by a computer, and PLC and the like are added to realize automatic operation control, and in each operation link, signal feedback can be performed by setting a sensor to realize sequential execution of steps, which are conventional knowledge of the current automatic control, and are not repeated in this embodiment.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (10)
1. The sea sand breakwater structure is characterized by comprising a breakwater body, wherein a plurality of composite rib fixing frames are obliquely arranged in the breakwater body, the breakwater body outside the composite rib fixing frames is an inclined plane, a plurality of buffer mechanisms are uniformly arranged on the inclined plane from top to bottom, each buffer mechanism comprises a flow inlet opposite to sea water, the flow inlets are communicated with an internal connecting pipe, a plurality of flow outlet pipes are uniformly arranged on the upper portion of the connecting pipe, the tail ends of the flow outlet pipes are opposite to the upper portion, a protection mechanism is arranged on the upper portion of the breakwater body, and the protection mechanism can open and close the buffer mechanisms through opening and closing.
2. The sea water sand breakwater structure of claim 1, wherein the outlet pipe comprises a diversion port, a buffer portion and an outlet port from bottom to top, the diversion port is communicated with the connecting pipe, the upper end of the diversion port is connected with the buffer portion, the outlet port is connected to the upper portion of the buffer portion, water inside the connecting pipe flows into the outlet pipe through kinetic energy, all water inside the diversion port collides with the buffer portion to reduce the kinetic energy, the water after the kinetic energy is finally reduced flows out of the buffer mechanism through the outlet port and finally flows into the sea, and the inner diameters of the diversion port, the buffer portion and the outlet port are gradually reduced.
3. The sea water sea sand breakwater structure with the fiber composite bars as claimed in claim 2, wherein an inlet cover is arranged outside the inlet, the inner diameter of the inlet cover is gradually decreased towards the inlet, a fixing port is arranged on the inner wall of the inlet cover, a screw is fixed on the fixing port, one side of the inlet cover is embedded in the inlet, and the screw is connected with the inner wall of the inlet to fix the inlet cover.
4. The breakwater structure of claim 3, wherein said dyke body has stones on both sides thereof, and said stones are spaced apart from each other, said protection mechanism moves to the upper portion of said stones when the tide rises and opens, and said protection mechanism moves to close said buffer mechanism when the tide falls, and said plurality of buffer mechanisms are distributed on said dyke body, and said stones are distributed on both sides of said buffer mechanisms.
5. The sea water sand breakwater structure of any one of claims 1 to 4, wherein the protection mechanism comprises a housing disposed on the upper portion of the breakwater body, a motor is disposed on one side of the housing, a first gear is disposed at an output end of the motor, a second gear is drivingly connected to one side of the first gear, a screw rod is nested in the middle of the second gear, and fixed bearings are disposed at both ends of the screw rod and fixed on the inner wall of the housing.
6. The sea water sea sand breakwater structure with fiber composite bars as claimed in claim 5, wherein the screw rods comprise a left screw rod and a right screw rod, a separation sleeve is fixed at the joint of the left screw rod and the right screw rod, a limit slider is slidably connected to the outer walls of the left screw rod and the right screw rod, a slide guide rod is arranged on one side of the limit slider, and one end of the slide guide rod extends into a limit chute on the inner wall of the shell.
7. The sea water sea sand breakwater structure with the fiber composite bars as claimed in claim 6, wherein a connecting rod is arranged on the other side of the limiting sliding block, one end of the connecting rod extends out of the shell, a protective net is connected to the end of the connecting rod, the protective net is parallel to the inclined plane, a through groove is formed in the side wall of the shell, and the connecting rod slides in the through groove to move the protective net.
8. The sea water and sea sand breakwater structure of claim 7, wherein the buffer mechanism is provided with vertical columns at upper and lower sides thereof, respectively, the vertical columns are provided with fixing rods transversely thereon, the fixing rods are provided with sliding grooves at upper portions thereof, and the sliding grooves are provided with sliding blocks adapted thereto.
9. The sea water and sea sand breakwater structure with fiber reinforced bars as claimed in claim 8, wherein the upper part of the sliding block is provided with a connecting piece, the top end of the connecting piece is fixed on the protective net, and the included angle between the connecting piece and the sliding block is set to 145-175 °.
10. The sea water sea sand breakwater structure with fiber composite bars as claimed in claim 9, wherein a plurality of through holes are uniformly formed in the protective net, the inner diameter of each through hole is 5-10cm, and protective sleeves are respectively arranged on two opposite sides of the protective net, and are nested on the outer walls of the protective nets and used for reducing the impact force when the protective nets are closed.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110222214.3A CN112962518B (en) | 2021-02-28 | 2021-02-28 | Fiber composite rib sea water and sea sand breakwater structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202110222214.3A CN112962518B (en) | 2021-02-28 | 2021-02-28 | Fiber composite rib sea water and sea sand breakwater structure |
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| CN112962518A true CN112962518A (en) | 2021-06-15 |
| CN112962518B CN112962518B (en) | 2022-06-28 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087857A (en) * | 2016-06-15 | 2016-11-09 | 重庆交通大学 | A kind of semi-permeable type floating breakwater |
| CN106939578A (en) * | 2017-02-21 | 2017-07-11 | 浙江水利水电学院 | A kind of sea wall is passed the flood period safeguard structure and its construction method |
| CN107059772A (en) * | 2017-05-23 | 2017-08-18 | 浙江水利水电学院 | A kind of breakwater structure |
| CN209066370U (en) * | 2018-10-24 | 2019-07-05 | 国家电网有限公司 | A kind of multi-layer noise reduction bulwark |
| CN112049069A (en) * | 2020-07-27 | 2020-12-08 | 成龙建设集团有限公司 | Construction method of ecological retaining dam |
-
2021
- 2021-02-28 CN CN202110222214.3A patent/CN112962518B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087857A (en) * | 2016-06-15 | 2016-11-09 | 重庆交通大学 | A kind of semi-permeable type floating breakwater |
| CN106939578A (en) * | 2017-02-21 | 2017-07-11 | 浙江水利水电学院 | A kind of sea wall is passed the flood period safeguard structure and its construction method |
| CN107059772A (en) * | 2017-05-23 | 2017-08-18 | 浙江水利水电学院 | A kind of breakwater structure |
| CN209066370U (en) * | 2018-10-24 | 2019-07-05 | 国家电网有限公司 | A kind of multi-layer noise reduction bulwark |
| CN112049069A (en) * | 2020-07-27 | 2020-12-08 | 成龙建设集团有限公司 | Construction method of ecological retaining dam |
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