CN212956360U - Submerged floating type wave wall - Google Patents
Submerged floating type wave wall Download PDFInfo
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- CN212956360U CN212956360U CN202021706813.XU CN202021706813U CN212956360U CN 212956360 U CN212956360 U CN 212956360U CN 202021706813 U CN202021706813 U CN 202021706813U CN 212956360 U CN212956360 U CN 212956360U
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- mounting groove
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 70
- 238000011144 upstream manufacturing Methods 0.000 claims abstract 3
- 238000007689 inspection Methods 0.000 claims description 16
- 239000010813 municipal solid waste Substances 0.000 claims description 4
- 230000003405 preventing effect Effects 0.000 abstract description 9
- 238000005188 flotation Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 230000009189 diving Effects 0.000 abstract 1
- 230000002349 favourable effect Effects 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 5
- 239000007788 liquid Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a unrestrained wall is prevented to formula of diving under water, including setting up the unrestrained subassembly of preventing on dykes and dams, dykes and dams upper surface top-down has seted up mounting groove and lower mounting groove in proper order, prevent unrestrained subassembly including setting up the unrestrained wall of preventing in last mounting groove, set up the flotation pontoon and the connecting tie rod of connecting the flotation pontoon and preventing unrestrained wall in the mounting groove down, the water inlet has been seted up on the dykes and dams of upstream slope one side, the inlet tube has been buried underground in the dykes and dams of upstream slope one side, inlet tube one end and water inlet intercommunication, the inlet tube other end communicates with lower mounting groove, it is equipped with the pressure release. In this application, when needing to make in the breakwater dam income, the staff only need close the solenoid valve that intakes, opens the pressure release solenoid valve and carries out the pressure release, and rivers are unloaded from the pressure release pipe, and the buoyancy that the flotation pontoon receives reduces gradually, and the flotation pontoon drives the breakwater through connecting the tie rod and contracts to dykes and dams in, has reduced the space of dyke dam upper surface and has taken, is favorable to practicing thrift construction cost.
Description
Technical Field
The application relates to the technical field of water conservancy facilities, in particular to a submerged floating type wave wall.
Background
The wave wall is a wall body arranged at the front edge of the water retaining of the dam crest for preventing waves from turning over the dam crest. It is used in reservoir, river and dam to prevent wave, flood and water. The breakwater can also play a role in preventing harbor basin silting and waves from eroding a shoreline, and is an important component of a manually-shielded coastal harbor.
The chinese utility model patent publication No. CN201794055U discloses a wave wall, which is installed on the top surface of the wharf along the line in front of the wharf and has a height of 0.8 m to 3.0 m, and the wave wall is of a cast-in-place reinforced concrete structure and anchored in the wharf structure through the reinforcing steel bars of the wave wall to resist the wave action. Therefore, the elevation of the top surface of the gravity wharf or the sheet pile wharf and the wharf area can be reduced, and the backfill amount and the total height of the wharf are reduced.
However, the inventor believes that the technical scheme has the following defects: when the sea wave is in a smaller season, the sea wave can hardly hit the height of the wharf top surface, the wave-proof wall is poured on the wharf top surface near the front edge line and is difficult to shrink to the inside of the wharf, the occupied area of the wave-proof wall is large, more concrete needs to be poured for enabling pedestrians to walk conveniently due to the width of the wharf top surface, and the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
In order to facilitate the folding up of the wave wall in a season with smaller sea waves, the occupied area of a embankment top road is reduced, and the construction cost is saved.
The application provides a submerged floating type wave wall adopts following technical scheme:
the utility model provides a stealthily floating type wave wall, is including setting up the wave component that prevents on dykes and dams, dykes and dams upper surface top-down has seted up mounting groove and lower mounting groove in proper order, the wave component including set up in last mounting groove and with last mounting groove slide the wave wall of being connected, set up in lower mounting groove and with the mounting groove slide the flotation pontoon of being connected and the tie rod of being connected flotation pontoon and wave wall down, the water inlet has been seted up on the dyke dam to the water slope one side, the inlet tube has been buried underground in the dykes and dams to the water slope one side, inlet tube one end and water inlet intercommunication, the inlet tube other end and lower mounting groove intercommunication, be provided with the solenoid valve that intakes on the inlet tube, be fixed with the pressure release pipe down on the lateral wall that inlet tube.
This application further sets up to, dykes and dams are close to and offer the location guide slot with last mounting groove intercommunication on the position of last mounting groove, be fixed with the guide block of being connected with the location guide slot slides on the wave wall lateral wall.
This application further sets up to, be provided with the inspection shaft on the position that the dyke upper surface is close to last mounting groove, the inspection shaft is located one side that dyke upbound slope was kept away from to the wave wall.
This application further sets up to, be provided with the drainage subassembly on the dykes and dams, the drainage subassembly is including seting up the guiding gutter on the diapire in the inspection shaft, bury the drain pipe in the one side dyke dam of backing water slope underground and set up in the escape canal of dykes and dams backing water slope one side, the one end of drain pipe and the position intercommunication that the guiding gutter lateral wall is close to the diapire in the guiding gutter, the other end and the escape canal intercommunication of drain pipe.
This application further sets up to, be provided with supplementary subassembly that rises in the inspection shaft, supplementary subassembly that rises is including intercommunication inspection shaft and the overflow pipe of mounting groove down, keep away from violently managing of the fixed and intercommunication of one end of mounting groove down, with violently managing the overflow catchment pipe that the lateral wall is fixed and communicate and set up the overflow solenoid valve on the overflow catchment pipe with the overflow pipe.
This application further sets up to, water inlet department is provided with trash rack.
In summary, the present application includes at least one of the following beneficial technical effects:
1. in the application, water flow on one side of the dam facing a water slope enters the lower mounting groove from the water inlet pipe along the water inlet, the liquid level in the lower mounting groove is gradually increased, the buoyancy borne by the buoy is gradually increased, and the wave wall is gradually pushed to ascend along the upper mounting groove under the action of the connecting tie rod, so that the height of the upper surface of the wave wall is greater than that of the upper surface of the dam, and a good wave preventing effect is achieved; when water flow on one side of the dam facing a water slope needs to be unloaded, a worker only needs to close the water inlet electromagnetic valve and open the pressure relief electromagnetic valve for pressure relief, the water flow is unloaded from the pressure relief pipe, the buoyancy borne by the buoy is gradually reduced, the buoy drives the wave wall to contract into the dam through the connecting tie bar, the space occupation of the upper surface of the dam is reduced, and the construction cost is saved;
2. in the application, the guide block on the wave wall is connected with the positioning guide groove on the dam in a sliding manner, so that a good guiding effect is achieved on the sliding of the wave wall along the upper mounting groove, and the wave wall can stably rise along the upper mounting groove;
3. in this application, after rivers got into down the mounting groove by the inlet tube, the buoyancy that the flotation pontoon receives increased suddenly, and for preventing the rising speed on the wave wall is too fast, the staff only need open the overflow solenoid valve for some rivers flow from the overflow pipe, have avoided breaking away from the condition of mounting groove because of the rising speed is too fast on the wave wall.
Drawings
FIG. 1 is a schematic plan view of an embodiment of the present application;
FIG. 2 is a side sectional view A-A of the structure of FIG. 1;
FIG. 3 is a schematic structural diagram of a wave wall in an embodiment of the present application when submerged;
fig. 4 is a schematic structural diagram of the wave wall in the embodiment of the present application when floating upward.
Description of reference numerals: 1. a wave-protection assembly; 11. a wave wall; 111. a guide block; 12. a float bowl; 13. a connecting tie bar; 2. a dam; 21. mounting a mounting groove; 22. a lower mounting groove; 23. a water inlet; 231. a trash rack; 24. a water inlet pipe; 241. a water inlet electromagnetic valve; 25. an inspection well; 26. positioning the guide groove; 3. a pressure relief pipe; 31. a pressure relief solenoid valve; 4. an auxiliary elevation assembly; 41. an overflow pipe; 42. a transverse tube; 43. an overflow water collecting pipe; 44. an overflow electromagnetic valve; 5. a drainage assembly; 51. a diversion trench; 52. a drain pipe; 53. and (7) a drainage ditch.
Detailed Description
The present application is described in further detail below with reference to the attached drawings.
As shown in fig. 1-4, a submerged floating type wave wall comprises a wave-preventing component 1, wherein the wave-preventing component 1 comprises a wave-preventing wall 11, a buoy 12 and a connecting tie bar 13, the wave-preventing wall 11 is arranged on a dam 2, and the wave-preventing wall 11 is formed by welding steel plates. The upper surface of the dam 2 is sequentially provided with an upper mounting groove 21 and a lower mounting groove 22 from top to bottom, the upper mounting groove 21 is arranged, the cross section of the upper mounting groove 21 is rectangular, and the wave wall 11 is arranged in the upper mounting groove 21 and is connected with the upper mounting groove 21 in a sliding manner. The buoy 12 is made of steel plates, the interior of the buoy is hollow, the size of the buoy 12 corresponds to that of the wave wall 11, the buoy 12 is arranged below the wave wall 11, and the buoy 12 is connected with the lower mounting groove 22 in a sliding mode. The connecting tie rod 13 is a vertically arranged rod-shaped structure, the upper end of the connecting tie rod is fixed with the bottom surface of the wave wall 11, and the lower end of the connecting tie rod 13 is fixed with the upper surface of the buoy 12. The surfaces of the wave wall 11, the buoys 12 and the connecting tie bars 13 are sprayed with the antirust paint, so that the wave wall 11, the buoys 12 and the connecting tie bars 13 have good antirust performance, and the service lives of the wave wall 11, the buoys 12 and the connecting tie bars 13 are prolonged.
A water inlet 23 is formed in the dam 2 on the side of the water-facing slope, the cross section of the water inlet 23 is rectangular, and a water inlet pipe 24 is embedded in the dam 2 on the side of the water-facing slope. The inlet tube 24 is the round tube structure, and its one end is fixed and communicates with water inlet 23, and the other end of inlet tube 24 and the inside intercommunication of lower mounting groove 22 are provided with water inlet solenoid valve 241 on the inlet tube 24 to the staff controls opening and close of inlet tube 24 through water inlet solenoid valve 241.
A trash rack 231 is arranged in the water inlet 23, so that water flowing into the water inlet 23 and the water inlet pipe 24 is well protected, and the situation that sundries with large volume enter the water inlet pipe 24 and the water inlet pipe 24 is blocked is avoided.
An inspection well 25 is arranged on the upper surface of the dam 2 close to the upper mounting groove 21, and the inspection well 25 is positioned on one side of the wave wall 11 far away from the water-facing slope of the dam 2. Lower mounting groove 22 is kept away from and is fixed with pressure release pipe 3 on the lateral wall of inlet tube 24 one side, and pressure release pipe 3 keeps away from the one end of inlet tube 24 and lower mounting groove 22 intercommunication, and is provided with pressure release solenoid valve 31 on the pressure release pipe 3.
The inspection well 25 is provided with an auxiliary ascending assembly 4, and the auxiliary ascending assembly 4 includes an overflow pipe 41, a cross pipe 42, an overflow water collecting pipe 43 and an overflow solenoid valve 44. One end of the overflow pipe 41 communicates with the lower mounting groove 22, and the other end of the overflow pipe 41 communicates with the inside of the inspection well 25. The transverse pipe 42 is of a round tubular structure, the axis of the transverse pipe is horizontal, and the transverse pipe 42 is fixed and communicated with the arc-shaped surface at the top of the overflow pipe 41. One end of the overflow water collecting pipe 43 is fixed to a side wall of the cross pipe 42 and communicates with the cross pipe 42, and an overflow solenoid valve 44 is provided on the overflow water collecting pipe 43.
The dam 2 is provided with a drainage module 5, and the drainage module 5 includes a guide channel 51, a drainage pipe 52, and a drainage ditch 53. The diversion trench 51 is arranged on the inner bottom wall of the inspection well 25, the drain pipe 52 is obliquely arranged, the drain pipe 52 is embedded in the dike 2 on the side of the backwater slope, and the upper end of the drain pipe 52 is communicated with the position, close to the inner bottom wall of the diversion trench 51, of the side wall of the diversion trench 51. The drainage ditch 53 is provided on the side of the backwater slope of the dam 2, and the other end of the drainage pipe 52 communicates with the drainage ditch 53. When the wave is great, in order to prevent the wave from hitting the upper surface of the dam 2, the staff need open the water inlet electromagnetic valve 241 and the overflow electromagnetic valve 44, close the pressure relief electromagnetic valve 31 simultaneously, the water flow on the side of the water slope of the dam 2 enters the lower mounting groove 22 from the water inlet pipe 24 along the water inlet 23, the liquid level in the lower mounting groove 22 rises gradually, the buoyancy borne by the buoy 12 increases gradually, under the effect of the connecting tie rod 13, the wave wall 11 is pushed gradually to rise along the upper mounting groove 21, so that the height of the upper surface of the wave wall 11 is greater than the height of the upper surface of the dam 2, and a good wave preventing effect is achieved. When water on the side, facing the water slope, of the dam 2 needs to be discharged, a worker only needs to close the water inlet electromagnetic valve 241 and the water overflow electromagnetic valve 44 and open the pressure relief electromagnetic valve 31 for pressure relief, water flow is discharged to the diversion trench 51 from the pressure relief pipe 3 and then enters the drainage trench 53 through the drainage pipe 52 to be discharged, the buoyancy borne by the buoy 12 is gradually reduced, the buoy 12 drives the wave wall 11 to be contracted into the dam 2 through the connecting tie rod 13, the space occupation on the upper surface of the dam 2 is reduced, and the construction cost is saved.
A positioning guide groove 26 is formed in the position, close to the upper mounting groove 21, of the dam 2, the positioning guide groove 26 is communicated with the upper mounting groove 21, and a guide block 111 connected with the positioning guide groove 26 in a sliding manner is fixed on the side wall of the wave wall 11. The guide block 111 on the wave wall 11 is connected with the positioning guide groove 26 on the dam 2 in a sliding manner, so that the good guiding effect is achieved on the sliding of the wave wall 11 along the upper mounting groove 21, and the wave wall 11 can smoothly rise along the upper mounting groove 21.
The use principle of the embodiment is as follows: when the wave is great, in order to prevent the wave from hitting the upper surface of the dam 2, the staff need open the water inlet electromagnetic valve 241 and the overflow electromagnetic valve 44, close the pressure relief electromagnetic valve 31 simultaneously, the water flow on the side of the water slope of the dam 2 enters the lower mounting groove 22 from the water inlet pipe 24 along the water inlet 23, the liquid level in the lower mounting groove 22 rises gradually, the buoyancy borne by the buoy 12 increases gradually, under the effect of the connecting tie rod 13, the wave wall 11 is pushed gradually to rise along the upper mounting groove 21, so that the height of the upper surface of the wave wall 11 is greater than the height of the upper surface of the dam 2, and a good wave preventing effect is achieved. When water on the side, facing the water slope, of the dam 2 needs to be discharged, a worker only needs to close the water inlet electromagnetic valve 241 and the water overflow electromagnetic valve 44 and open the pressure relief electromagnetic valve 31 for pressure relief, water flow is discharged to the diversion trench 51 from the pressure relief pipe 3 and then enters the drainage trench 53 through the drainage pipe 52 to be discharged, the buoyancy borne by the buoy 12 is gradually reduced, the buoy 12 drives the wave wall 11 to be contracted into the dam 2 through the connecting tie rod 13, the space occupation on the upper surface of the dam 2 is reduced, and the construction cost is saved.
The above embodiments are only used to illustrate the technical solutions of the present application, and not to limit the same; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; and such modifications or substitutions do not depart from the spirit and scope of the corresponding technical solutions in the embodiments of the present application.
Claims (6)
1. A submerged floating type wave wall is characterized in that: the wave-preventing component comprises a wave-preventing component (1) arranged on a dam (2), wherein an upper mounting groove (21) and a lower mounting groove (22) are sequentially formed in the upper surface of the dam (2) from top to bottom, the wave-preventing component (1) comprises a wave-preventing wall (11) which is arranged in the upper mounting groove (21) and is connected with the upper mounting groove (21) in a sliding manner, a buoy (12) which is arranged in the lower mounting groove (22) and is connected with the lower mounting groove (22) in a sliding manner, and a connecting tie bar (13) which is used for connecting the buoy (12) with the wave-preventing wall (11), a water inlet (23) is formed in the dam (2) on one side of a water-facing slope, a water inlet pipe (24) is embedded in the dam (2) on one side of the water-facing slope, one end of the water inlet pipe (24) is communicated with the water inlet (23), the other end, the side wall of one side, away from the water inlet pipe (24), of the lower mounting groove (22) is fixedly provided with a pressure relief pipe (3), and the pressure relief pipe (3) is provided with a pressure relief electromagnetic valve (31).
2. The submerged wave wall as claimed in claim 1, wherein: the position of dykes and dams (2) near last mounting groove (21) is seted up with location guide slot (26) of last mounting groove (21) intercommunication, be fixed with guide block (111) of being connected with location guide slot (26) slide on wave wall (11) lateral wall.
3. The submerged wave wall as claimed in claim 2, wherein: be provided with inspection shaft (25) on the position that dykes and dams (2) upper surface is close to last mounting groove (21), inspection shaft (25) are located wave wall (11) and keep away from one side on dykes and dams (2) upstream slope.
4. The submerged wave wall as claimed in claim 3, wherein: be provided with drainage subassembly (5) on dykes and dams (2), drainage subassembly (5) are including seting up guiding gutter (51) on inspection shaft (25) inner bottom wall, bury drain pipe (52) in back water slope one side dykes and dams (2) underground and set up in escape canal (53) of dykes and dams (2) back water slope one side, the one end of drain pipe (52) and guiding gutter (51) lateral wall are close to the position intercommunication of guiding gutter (51) interior diapire, the other end and the escape canal (53) intercommunication of drain pipe (52).
5. The submerged wave wall as claimed in claim 4, wherein: be provided with supplementary subassembly (4) that rises in inspection shaft (25), supplementary subassembly (4) that rises is including overflow pipe (41) of intercommunication inspection shaft (25) and lower mounting groove (22), violently pipe (42) fixed and the intercommunication of the one end of keeping away from lower mounting groove (22) with overflow pipe (41), overflow water catchment pipe (43) fixed and the intercommunication with violently pipe (42) lateral wall and overflow solenoid valve (44) that set up on overflow water catchment pipe (43).
6. The submerged wave wall as claimed in claim 1, wherein: a trash rack (231) is arranged at the water inlet (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021706813.XU CN212956360U (en) | 2020-08-17 | 2020-08-17 | Submerged floating type wave wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021706813.XU CN212956360U (en) | 2020-08-17 | 2020-08-17 | Submerged floating type wave wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212956360U true CN212956360U (en) | 2021-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021706813.XU Expired - Fee Related CN212956360U (en) | 2020-08-17 | 2020-08-17 | Submerged floating type wave wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212956360U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113373864A (en) * | 2021-05-26 | 2021-09-10 | 中国科学院、水利部成都山地灾害与环境研究所 | Anti-surge device for water and soil conservation in hydro-fluctuation belt |
| CN114396013A (en) * | 2021-12-31 | 2022-04-26 | 中国港湾工程有限责任公司 | Wave wall and construction method thereof |
-
2020
- 2020-08-17 CN CN202021706813.XU patent/CN212956360U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113373864A (en) * | 2021-05-26 | 2021-09-10 | 中国科学院、水利部成都山地灾害与环境研究所 | Anti-surge device for water and soil conservation in hydro-fluctuation belt |
| CN114396013A (en) * | 2021-12-31 | 2022-04-26 | 中国港湾工程有限责任公司 | Wave wall and construction method thereof |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210413 |
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| CF01 | Termination of patent right due to non-payment of annual fee |