CN220521214U

CN220521214U - Breakwater structure

Info

Publication number: CN220521214U
Application number: CN202322038228.7U
Authority: CN
Inventors: 曾建辉; 赖铭; 彭松生
Original assignee: Guangdong Hangxin Engineering Survey And Design Co ltd
Current assignee: Guangdong Hangxin Engineering Survey And Design Co ltd
Priority date: 2023-07-31
Filing date: 2023-07-31
Publication date: 2024-02-23
Anticipated expiration: 2033-07-31

Abstract

The utility model relates to the technical field of breakwater and discloses a breakwater structure, which comprises a main body mechanism and a reinforcing and stabilizing mechanism, wherein the reinforcing and stabilizing mechanism is positioned at the right end of the main body mechanism, the main body mechanism comprises a dike body and a heightened dike body, the heightened dike body is fixedly arranged at the upper end of the dike body, the main body mechanism further comprises a hydrophobic anti-impact assembly, a standing platform and an auxiliary water draining block, the hydrophobic anti-impact assembly is fixedly arranged at the right end of the heightened dike body, the standing platform is fixedly arranged at the upper end of the heightened dike body, the standing platform is fixedly arranged at the left end of a heightened waterproof board, and the auxiliary water draining block is fixedly arranged at the front end of the left end of the heightened dike body. This breakwater structure is through the use of hydrophobic resistant subassembly for the hydrophobicity of breakwater is better, and rivers can circulate fast, make the resistance of breakwater better simultaneously, make the life of breakwater increase.

Description

Breakwater structure

Technical Field

The utility model relates to the technical field of breakwater, in particular to a breakwater structure.

Background

The breakwater is an important component of a coastal harbor for artificial shelter, has a wide application structure, has low requirement on foundation bearing capacity, can be suitable for a weaker foundation, breaks waves on a slope, has small wave front reflection waves, has good wave absorption performance and has high overall stability, and the slope breakwater structure section has large material consumption and large increase along with the increase of water depth, so that the slope breakwater is suitable for a sea area with relatively shallow water depth and rich stone sources.

The utility model provides a breakwater structure, which is provided by the prior art CN215367062U patent, and comprises a breakwater matrix, wherein a breakwater body is arranged above the breakwater matrix, reinforcing steel bars are connected between the breakwater matrix and the breakwater body, the cross section of the breakwater matrix is rectangular, the cross section of the breakwater body is trapezoid, the length of the lower bottom edge of the breakwater body is smaller than the width of the breakwater matrix, the horizontal distance between the two ends of the lower bottom edge of the breakwater body and the two ends of the breakwater matrix is 50-200 mm, a crawling ladder is arranged on one waist of the breakwater body, a spring is fixed on the other waist of the breakwater body, a plurality of buffer plates are fixed on the spring, a corrosion-resistant coating is arranged on the surfaces of the spring and the buffer plates, the space between the buffer plates is 30-200 mm, the lower bottom edge of the breakwater structure is stable, the service life of the breakwater body is prolonged, the service life of the breakwater structure is prolonged, the service life of the breakwater body is prolonged, the service life of the breakwater is prolonged, the service life is prolonged, and the service life of the breakwater is prolonged, and the safety is prolonged, and the service life of the breakwater is prolonged, and the performance is increased, and the service life is increased by the performance of the safety and the performance of the breakwater is increased. The impact on the breakwater can be relieved through the springs and the buffer plates, the impact force and the resistance of the breakwater to the destructive wind waves are enhanced, and the service life of the breakwater is prolonged.

The existing breakwater structure has the defects that the buffering and the drainage of the sea water or the lake water are poor when the impact is carried out, the sea water or the lake water cannot pass through and be discharged rapidly, and the dam is greatly damaged due to the fact that the impact is large.

Disclosure of Invention

(one) solving the technical problems

The utility model aims to provide a breakwater structure, which solves the problems that the buffer and the drainage of seawater or lake water are poor, and the seawater or the lake water cannot pass through and be discharged rapidly in the prior art.

(II) technical scheme

In order to achieve the above purpose, the present utility model provides the following technical solutions: the breakwater structure comprises a main body mechanism and a reinforcing and stabilizing mechanism, wherein the reinforcing and stabilizing mechanism is positioned at the right end of the main body mechanism, the main body mechanism comprises a breakwater body and a heightened breakwater body, and the heightened breakwater body is fixedly arranged at the upper end of the breakwater body;

the main body mechanism further comprises a hydrophobic anti-impact assembly, a standing platform and an auxiliary water draining block, wherein the hydrophobic anti-impact assembly is fixedly arranged at the right end of the heightening embankment body, the standing platform is fixedly arranged at the upper end of the heightening embankment body, the standing platform is fixedly arranged at the left end of the heightening waterproof board, and the auxiliary water draining block is fixedly arranged at the front end of the left end of the heightening embankment body.

Preferably, the hydrophobic anti-knock assembly comprises a hydrophobic slope, a water-passing groove, a heightened waterproof plate, a steel plate surface, an isolation surface, a water-passing hole, a circulating reinforcing wall, a rapid water-passing dyke surface, a water-discharging reinforcing partition plate, a reinforced dyke body, a blocking stable layer, a filling layer, a base rock stratum and a reinforced hydrophobic layer, wherein the hydrophobic slope is fixedly arranged at the right end of the heightened dyke body, the water-passing groove is fixedly arranged at the outer end of the hydrophobic slope, the hydrophobicity of the water-passing groove is better through the hydrophobic slope, the water flow from the impact is guided through the water-passing groove, and the water-passing groove is used for downwards circulating and discharging the water.

Preferably, the heightening waterproof board is fixedly arranged at the upper end of the heightening embankment body, the steel plate surface is fixedly arranged at the right end of the heightening waterproof board, the isolation surface is fixedly arranged at the lower end of the hydrophobic slope, the height of the embankment is heightened through the heightening waterproof board, the intensity of the heightening waterproof board is higher through the steel plate surface, and most of water flow is isolated through the isolation surface.

Preferably, the water through holes are fixedly formed in the right end of the isolation surface, the circulating reinforcing wall is fixedly mounted at the right end of the embankment body, the rapid water through embankment surface is fixedly mounted at the right end of the circulating reinforcing wall, water can pass through the water through holes, water can pass through the circulating reinforcing wall rapidly, and water can pass through the rapid water through the circulating reinforcing wall rapidly.

Preferably, the drainage reinforcement partition plate is fixedly arranged at the upper end of the rapid water passing dyke surface, the reinforcement dyke body is fixedly arranged at the lower end of the dyke body, the blocking stabilizing layer is fixedly arranged at the inner end of the reinforcement dyke body, water flows rapidly along the drainage reinforcement partition plate through the drainage reinforcement partition plate, the dykes and dams are reinforced and strengthened through the reinforcement dykes and dams, the water flows are rapidly guided and discharged through the drainage reinforcement partition plate, and the dykes and dams with the stabilizing layer are more stable.

Preferably, the filling layer is fixedly arranged at the inner end of the heightening dyke body, the base rock stratum is fixedly arranged at the inner end of the heightening dyke body, the reinforced hydrophobic layer is fixedly arranged at the inner end of the circulation reinforced wall, the dykes and dams are filled through the filling layer, the strength of the dykes and dams is improved through the base rock stratum, and water flow can flow away through the reinforced hydrophobic layer.

Preferably, the reinforcement stabilizing mechanism comprises a reinforcement slope, a reinforcement reinforcing steel bar fixing plate, a movable round head, a fixing pin pile and an anti-impact weight block, wherein the reinforcement slope is fixedly arranged at the right end of the rapid water passing dyke surface, and the reinforcement slope enables the dyke strength to be better and not easy to damage.

Preferably, the reinforcing steel bar fixing plate is fixedly arranged at the left end and the right end of the reinforced slope, the movable round head is movably arranged at the upper end of the reinforcing steel bar fixing plate, the fixing pin pile is fixedly arranged at the lower end of the movable round head, the anti-impact weight block is fixedly arranged at the right end of the reinforced slope, the reinforcing steel bar fixing plate is fixedly arranged and then fixed, the movable round head is fixedly arranged on the reinforcing steel bar fixing plate to enable the reinforcing steel bar fixing plate to be fixed more firmly, the reinforcing steel bar fixing plate is firmly fixed through the fixing pin pile, the reinforced slope anti-impact capability is stronger through the anti-impact weight block, and the reinforcing steel bar fixing plate is not easily damaged due to frequent impact.

Compared with the prior art, the utility model has the beneficial effects that:

1. according to the breakwater structure, through the use of the hydrophobic anti-impact assembly, the hydrophobicity of the breakwater is better, water flow can flow rapidly, meanwhile, the anti-impact performance of the breakwater is better, and the service life of the breakwater is prolonged;

2. according to the breakwater structure, through the use of the standing platform, workers can better stand on the surface of the breakwater for observation, and through the use of the standing platform, the hydrophobicity of the breakwater is better, and water drainage can be assisted;

3. this breakwater structure through the use of reinforcing bar fixed plate for the fixed firm stability of whole breakwater is fixed it firmly through activity button head and sheet pile, makes the resistance ability of strengthening the domatic through the countering weight piece better.

Drawings

FIG. 1 is a schematic perspective view of the present utility model;

FIG. 2 is a schematic cross-sectional view of the present utility model;

FIG. 3 is a schematic view of a cross-sectional perspective structure of a reinforcement stabilizer mechanism according to the present utility model;

FIG. 4 is an enlarged schematic view of the structure of the water drain slope and the water channel of the present utility model;

fig. 5 is an enlarged schematic view of the reinforcement bar fixing plate and the movable round head according to the present utility model;

FIG. 6 is an enlarged schematic view of the basic rock formation and the filling layer according to the present utility model.

In the figure: 1. a main body mechanism; 101. a dike body; 102. heightening the embankment body; 103. a hydrophobic combat component; 1031. a hydrophobic slope; 1032. a water passage groove; 1033. heightening a waterproof plate; 1034. a steel plate surface; 1035. an insulating surface; 1036. a water hole; 1037. a flow-through reinforcing wall; 1038. quick water passing through the dyke surface; 1039. a drainage reinforcement partition; 10310. strengthening the embankment body; 10311. a barrier stabilizing layer; 10312. a filling layer; 10313. a bedrock formation; 10314. reinforcing a hydrophobic layer; 104. a standing platform; 105. auxiliary water draining blocks; 2. reinforcing a stabilizing mechanism; 201. strengthening the slope; 202. reinforcing the reinforcing steel bar fixing plate; 203. a movable round head; 204. fixing the pin pile; 205. and resisting the weight block.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1-6, the present utility model provides a technical solution: the breakwater structure comprises a main body mechanism 1 and a reinforcing and stabilizing mechanism 2, wherein the reinforcing and stabilizing mechanism 2 is positioned at the right end of the main body mechanism 1, the main body mechanism 1 comprises a breakwater body 101 and a heightened breakwater body 102, and the heightened breakwater body 102 is fixedly arranged at the upper end of the breakwater body 101;

the main body mechanism 1 further comprises a hydrophobic anti-impact assembly 103, a standing platform 104 and an auxiliary water draining block 105, wherein the hydrophobic anti-impact assembly 103 is fixedly arranged at the right end of the heightening dyke body 102, the standing platform 104 is fixedly arranged at the upper end of the heightening dyke body 102, the standing platform 104 is fixedly arranged at the left end of the heightening waterproof board 1033, and the auxiliary water draining block 105 is fixedly arranged at the front end of the left end of the heightening dyke body 102.

The hydrophobic fighting component 103 comprises a hydrophobic slope 1031, a water-passing trough 1032, a heightening waterproof board 1033, a steel plate surface 1034, an isolation surface 1035, water-passing holes 1036, a circulating reinforcing wall 1037, a quick water passing dike surface 1038, a water-discharging reinforcing partition 1039, a reinforcing dike body 10310, a blocking stable layer 10311, a filling layer 10312, a foundation rock layer 10313 and a reinforcing hydrophobic layer 10314, wherein the hydrophobic slope 1031 is fixedly arranged at the right end of the heightening dike body 102, the water-passing trough 1032 is fixedly arranged at the outer end of the hydrophobic slope 1031, the heightening waterproof board 1033 is fixedly arranged at the upper end of the heightening dike body 102, the steel plate surface 1034 is fixedly arranged at the right end of the heightening waterproof board 1033, the isolation surface 1035 is fixedly arranged at the lower end of the hydrophobic slope 1031, the water-passing holes 1036 are fixedly arranged at the right end of the isolation surface 1035, the circulating reinforcing wall 1037 is fixedly arranged at the right end of the dike body 101, the quick water passing dike surface 1038 is fixedly arranged at the right end of the circulating reinforcing wall 1037, the water drainage reinforcement partition 1039 is fixedly installed at the upper end of the rapid water passing dike surface 1038, the reinforcement dike body 10310 is fixedly installed at the lower end of the dike body 101, the blocking stable layer 10311 is fixedly installed at the inner end of the reinforcement dike body 10310, the filling layer 10312 is fixedly installed at the inner end of the heightening dike body 102, the kerbstone layer 10313 is fixedly installed at the inner end of the heightening dike body 102, the reinforcement hydrophobic layer 10314 is fixedly installed at the inner end of the flow reinforcement wall 1037, the water drainage slope 1031 is better in hydrophobicity, the impacted water flow is guided by the water drainage groove 1032, the water drainage groove 1032 is downwards circulated and discharged, the dike height is heightened by the heightening waterproof board 1033, the strength of the heightening waterproof board 1033 is higher by the heightening board 1035, most of water flow is isolated by the use of the water drainage hole 1036, the water flow can pass through the flow reinforcement wall 1037, the water flow of the dam is quickly passed through the quick water passing dam surface 1038, the water flow of the dam is quickly flowed away along the water discharge reinforcing partition 1039 through the water discharge reinforcing partition 1039, the dam is reinforced and strengthened through the reinforced dam body 10310, the water flow is quickly guided and discharged through the water discharge reinforcing partition 1039, the dam is more stable through the blocking and stabilizing layer 10311, the dam is filled through the filling layer 10312, the strength of the dam is improved through the bedrock stratum 10313, and the water flow of the dam can quickly flow away through the reinforced water-repellent layer 10314.

The reinforcement stabilizing mechanism 2 comprises a reinforcement slope 201, a reinforcement bar fixing plate 202, a movable round head 203, a fixing pin pile 204 and an anti-impact weight block 205, wherein the reinforcement slope 201 is fixedly installed at the right end of a rapid water passing dike surface 1038, the reinforcement bar fixing plate 202 is fixedly installed at the left end and the right end of the reinforcement slope 201, the movable round head 203 is movably installed at the upper end of the reinforcement bar fixing plate 202, the fixing pin pile 204 is fixedly installed at the lower end of the movable round head 203, the anti-impact weight block 205 is fixedly installed at the right end of the reinforcement slope 201, the dam strength of the reinforcement slope 201 is better and cannot be easily damaged, the reinforcement bar fixing plate 202 is fixedly installed to be firmer through the movable round head 203 after the reinforcement bar fixing plate 202 is fixedly installed, the reinforcement bar fixing plate is firmly fixed through the fixing pin pile 204, the reinforcement slope 201 is stronger in anti-impact capacity through the anti-impact weight block 205, and the reinforcement slope 201 cannot be easily damaged due to frequent impact.

Working principle: when the breakwater structure is used, after the reinforcing steel bar fixing plate 202 is installed and fixed, the movable round head 203 is fixedly installed on the reinforcing steel bar fixing plate 202 to enable the reinforcing steel bar fixing plate 202 to be fixed firmly, the reinforcing slope 201 is enabled to be stronger in anti-impact capacity through the anti-impact weight block 205 and not to be easily damaged even if the reinforcing slope is frequently impacted, the dam body 101 and the heightened body 102 are used for forming the dam, the hydrophobic anti-impact assembly 103 is used for enabling the dam to be better in hydrophobicity, water can be quickly led out, the hydrophobic slope 1031 is enabled to be better in hydrophobicity, the impacted water flow is guided through the water through groove 1032, the downward circulation is discharged through the water through groove 1032, the anti-impact storm is larger through the heightened waterproof plate 1033, the heightened waterproof plate 1033 is enabled to bear stronger through the steel plate surface 1034, the dam with the water being unable to strike the upper side when passing through the isolation surface 1035 and small stormy waves is discharged into the dam through the water through holes 1036 for rapid drainage, the water through holes 1036 can rapidly drain and strengthen the effect through the circulating strengthening wall 1037, the water can rapidly pass through the water through dam surface 1038, the water can rapidly flow away along the water draining strengthening partition 1039 through the water draining strengthening partition 1039, the dam is strengthened and strengthened through the strengthening dam body 10310, the dam is more firmly fixed through the blocking stabilizing layer 10311, the dam is filled through the filling layer 10312, the dam strength is improved through the kerbstone rock layer 10313, the water can rapidly flow away through the strengthening hydrophobic layer 10314, the worker can stand on the upper side to observe the condition of the dam through the standing platform 104, and the auxiliary water draining block 105 is used for auxiliary water draining.

Finally, it should be noted that the above description is only for illustrating the technical solution of the present utility model, and not for limiting the scope of the present utility model, and that the simple modification and equivalent substitution of the technical solution of the present utility model can be made by those skilled in the art without departing from the spirit and scope of the technical solution of the present utility model.

Claims

1. The utility model provides a breakwater structure, includes main part mechanism (1) and consolidates stabilizing-mechanism (2), its characterized in that: the reinforcing and stabilizing mechanism (2) is positioned at the right end of the main body mechanism (1), the main body mechanism (1) comprises a dike body (101) and a heightened dike body (102), and the heightened dike body (102) is fixedly arranged at the upper end of the dike body (101);

the main body mechanism (1) further comprises a hydrophobic anti-impact assembly (103), a standing platform (104) and an auxiliary water draining block (105), wherein the hydrophobic anti-impact assembly (103) is fixedly arranged at the right end of the heightening embankment body (102), the standing platform (104) is fixedly arranged at the upper end of the heightening embankment body (102), the standing platform (104) is fixedly arranged at the left end of the heightening waterproof board (1033), and the auxiliary water draining block (105) is fixedly arranged at the front end of the left end of the heightening embankment body (102).

2. A breakwater structure according to claim 1, wherein: the water-repellent impact assembly (103) comprises a water-repellent slope (1031), a water-passing groove (1032), a heightening waterproof plate (1033), a steel plate surface (1034), an isolation surface (1035), a water-passing hole (1036), a circulating reinforcing wall (1037), a rapid water-passing dyke surface (1038), a water-draining reinforcing partition plate (1039), a reinforced dyke body (10310), a blocking stabilizing layer (10311), a filling layer (10312), a bedrock stratum (10313) and a reinforcing water-repellent layer (10314), wherein the water-repellent slope (1031) is fixedly arranged at the right end of the heightening dyke body (102), and the water-passing groove (1032) is fixedly arranged at the outer end of the water-repellent slope (1031).

3. A breakwater structure according to claim 2, wherein: the heightening waterproof board (1033) is fixedly arranged at the upper end of the heightening embankment body (102), the steel plate surface (1034) is fixedly arranged at the right end of the heightening waterproof board (1033), and the isolation surface (1035) is fixedly arranged at the lower end of the hydrophobic slope surface (1031).

4. A breakwater structure according to claim 3, wherein: the water through holes (1036) are fixedly formed in the right end of the isolation surface (1035), the flow reinforcing wall (1037) is fixedly mounted at the right end of the embankment body (101), and the rapid water passing embankment surface (1038) is fixedly mounted at the right end of the flow reinforcing wall (1037).

5. A breakwater structure according to claim 4, wherein: the water draining and reinforcing partition board (1039) is fixedly arranged at the upper end of the rapid water passing dyke surface (1038), the reinforced dyke body (10310) is fixedly arranged at the lower end of the dyke body (101), and the blocking and stabilizing layer (10311) is fixedly arranged at the inner end of the reinforced dyke body (10310).

6. A breakwater structure according to claim 5, wherein: the filling layer (10312) is fixedly arranged at the inner end of the heightening dyke body (102), the base rock stratum (10313) is fixedly arranged at the inner end of the heightening dyke body (102), and the reinforcing hydrophobic layer (10314) is fixedly arranged at the inner end of the circulating reinforcing wall (1037).

7. A breakwater structure according to claim 6, wherein: the reinforcing stabilization mechanism (2) comprises a reinforcing slope surface (201), reinforcing steel bar fixing plates (202), movable round heads (203), fixing pins (204) and an anti-impact weight block (205), and the reinforcing slope surface (201) is fixedly arranged at the right end of the rapid water passing dyke surface (1038).

8. A breakwater structure according to claim 7, wherein: the reinforcing steel bar fixing plates (202) are fixedly arranged at the left end and the right end of the reinforcing slope surface (201), the movable round heads (203) are movably arranged at the upper ends of the reinforcing steel bar fixing plates (202), the fixing pin piles (204) are fixedly arranged at the lower ends of the movable round heads (203), and the anti-impact weight blocks (205) are fixedly arranged at the right ends of the reinforcing slope surface (201).