CN112593530A - Hydraulic engineering is with breakwater structure - Google Patents
Hydraulic engineering is with breakwater structure Download PDFInfo
- Publication number
- CN112593530A CN112593530A CN202011410396.9A CN202011410396A CN112593530A CN 112593530 A CN112593530 A CN 112593530A CN 202011410396 A CN202011410396 A CN 202011410396A CN 112593530 A CN112593530 A CN 112593530A
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- Prior art keywords
- plate
- dyke
- hydraulic engineering
- column
- baffle
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B02—CRUSHING, PULVERISING, OR DISINTEGRATING; PREPARATORY TREATMENT OF GRAIN FOR MILLING
- B02C—CRUSHING, PULVERISING, OR DISINTEGRATING IN GENERAL; MILLING GRAIN
- B02C13/00—Disintegrating by mills having rotary beater elements ; Hammer mills
- B02C13/02—Disintegrating by mills having rotary beater elements ; Hammer mills with horizontal rotor shaft
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- 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
-
- 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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- B—PERFORMING OPERATIONS; TRANSPORTING
- B02—CRUSHING, PULVERISING, OR DISINTEGRATING; PREPARATORY TREATMENT OF GRAIN FOR MILLING
- B02C—CRUSHING, PULVERISING, OR DISINTEGRATING IN GENERAL; MILLING GRAIN
- B02C2201/00—Codes relating to disintegrating devices adapted for specific materials
- B02C2201/06—Codes relating to disintegrating devices adapted for specific materials for garbage, waste or sewage
- B02C2201/063—Codes relating to disintegrating devices adapted for specific materials for garbage, waste or sewage for waste water or sewage
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Food Science & Technology (AREA)
- Revetment (AREA)
Abstract
The invention relates to a dyke structure for hydraulic engineering, which comprises a dyke body, a baffle and a limiting plate, wherein a top dyke is arranged at the top end of the dyke body, an inclined dyke is arranged on one side of the top dyke, a ramming column is arranged inside the inclined dyke, a mud-mixed dyke is arranged at the bottom end of the inclined dyke, a supporting column is arranged inside the mud-mixed dyke, an embedded base is arranged at the bottom end of the supporting column, a servo motor is arranged on one side of the top end of the embedded base, and a main shaft is arranged on one side of the servo motor, and the hydraulic engineering dyke structure has the beneficial effects: the servo motor is started to drive the main shaft to push the crushing shaft to rotate and crush, when water sludge is blocked between the baffle and the rotating plate and the breakwater structure is blocked, the crushing shaft can be driven to stir sludge between the baffle and the rotating plate by means of power of the servo motor, and the blocked sludge can be stirred and moved, so that a water channel between the mixed sludge dike and the embedded base keeps the activity, and the sludge blocking volume of the breakwater structure is reduced.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering, in particular to a breakwater structure for hydraulic engineering.
Background
The water conservancy project construction technology, water conservancy project construction organization and management and other basic knowledge have the capabilities of farmland water conservancy project construction and management, town water conservancy project construction and management, rural drinking water safety management, engineering surveying and mapping and the like, and work such as farmland water conservancy project construction and management, urban water conservancy project construction and management, rural drinking water engineering safety management and the like is engaged, but the breakwater structure for the water conservancy project has potential safety hazards, so the improvement of the breakwater structure is needed.
In water conservancy projects in the market, a large amount of sludge blocks the breakwater, the gravity of the breakwater is increased, the breakwater is easy to cause, and when water is drained, the sludge blocks the opening of the breakwater, so that the situation that water overflows the breakwater and the structure of the breakwater is easy to destroy is easily caused.
Disclosure of Invention
The invention aims to provide a breakwater structure for hydraulic engineering, which aims to solve the problems that a large amount of sludge blocks the breakwater in the market hydraulic engineering proposed in the background art, the gravity of the breakwater is increased, the breakwater is easy to cause, and when water is drained, the sludge blocks the opening of the breakwater, so that the situation of overflowing the breakwater is easy to cause, and the breakwater structure is easy to be damaged.
In order to achieve the purpose, the invention provides the following technical scheme: a dyke structure for hydraulic engineering comprises a dyke body, a baffle and a limiting plate, wherein a top dyke is arranged at the top end of the dyke body, an inclined dyke is arranged on one side of the top dyke, a tamping column is arranged inside the inclined dyke, a mud-soil mixing dyke is arranged at the bottom end of the inclined dyke, a supporting column is arranged inside the mud-soil mixing dyke, an embedded base is arranged at the bottom end of the supporting column, a servo motor is arranged on one side of the top end of the embedded base, a main shaft is arranged on one side of the servo motor, a crushing shaft is arranged on one side of the main shaft, a closed bolt column is arranged on the other side of the top end of the embedded base, a combined frame is arranged on the top end of the closed bolt column, a rotating plate is arranged on the top end of the servo motor, the baffle is arranged on one.
Preferably, the top embankment is fixedly connected with the inclined embankment, and the inclined embankment is movably connected with the tamping column.
Preferably, the baffle plate and the rotating plate are mutually attached, and the rotating plate and the servo motor are in a vertical structure.
Preferably, the servo motor is movably connected with the main shaft, and the servo motor forms a rotating structure through the main shaft and the crushing shaft.
Preferably, the support column comprises a slurry guide port and a convex type port, the slurry guide port is formed in the support column, and the convex type port is arranged at the bottom end of the slurry guide port.
Preferably, the top dike comprises a closing plate, a fixing plate, a sliding groove and a water flowing hole, the closing plate is arranged inside the top dike, the fixing plate is fixed on two sides of the closing plate, the sliding groove is formed in two sides of the fixing plate, and the water flowing hole is formed in the bottom end of the closing plate.
Preferably, the outer wall of the fixed plate is tightly attached to the inner wall of the sliding groove, and the closed plate and the sliding groove form a lifting structure through the fixed plate.
Preferably, the combined frame comprises a base plate and a bolt penetrating column, the base plate is arranged at the top end of the combined frame, and the bolt penetrating column is arranged inside the base plate.
Preferably, threaded connection is adopted between the clamping bolt and the limiting plate, and the baffle plate and the limiting plate form a disassembly structure through the clamping bolt.
Compared with the prior art, the invention has the following beneficial effects:
1. according to the invention, the top dike is fixedly connected with the inclined dikes, the inclined dikes are movably connected with the ramming columns, when a large amount of water sludge is blocked between the inclined dikes, a constructor lifts the ramming columns movably connected through large-scale equipment, so that the water sludge can enter between the water channel between the concrete dikes and the embedded base through the gap of the ramming columns between the inclined dikes, a large amount of sludge is prevented from being blocked on the breakwater, and the water impact gravity of the breakwater is reduced.
2. According to the invention, the servo motor forms a rotary structure through the main shaft and the crushing shaft, the servo motor is started to drive the main shaft to push the crushing shaft to perform rotary motion crushing, when water sludge is blocked between the baffle and the rotating plate to cause the breakwater structure to be blocked, the crushing shaft can be driven to stir the sludge between the baffle and the rotating plate by means of the power of the servo motor, so that the blocked sludge can be stirred and moved, the water channel between the mixed sludge soil dike and the embedded base keeps the activity, and the sludge blocking volume of the breakwater structure is reduced.
3. The closing plate forms a lifting structure through the fixed plate and the sliding groove, when the top dike is fixedly connected to the top end of the dike body, a constructor can manually push the closing plate to open the water flow holes between the top dikes, so that the water flow holes are favorably dredged and flowed, the water flow is favorably discharged from the water flow holes between the top dikes, and when the breakwater structure has no water flow, the constructor can manually push the closing plate to conveniently clean the water flow holes between the closing plates.
4. The top end of the combined frame is provided with the backing plate, the inside of the backing plate is provided with the bolt penetrating column, the backing plate and the bolt penetrating column on the combined frame can be arranged between the closed bolt columns, a constructor can conveniently pack the closed bolt columns, the backing plate and the bolt penetrating column at the bottom end of the breakwater structure, the thickness of the breakwater structure is increased, the constructor can conveniently detach the backing plate and the bolt penetrating column through threads at the later stage, and the breakwater structure is favorably cleaned and dredged.
5. The baffle plate of the invention forms a disassembly structure through the clamping bolt and the limiting plate, a constructor can manually loosen the clamping bolt and the limiting plate, so that the baffle plate can be loosened, water sludge can enter the crushing shaft, when the breakwater structure drains water, the sludge can be prevented from blocking the opening of the breakwater, the situation that water overflows the breakwater can be prevented, the breakwater structure is prevented from being damaged, and the safety of the breakwater structure is improved.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic view of the internal structure of the support column of the present invention;
FIG. 3 is a schematic side view of the slant bank of the present invention;
FIG. 4 is a schematic top view of the rack assembly of the present invention;
FIG. 5 is an enlarged view of the structure at A in FIG. 1 according to the present invention.
In the figure: 1. a dike body; 2. a top dike; 3. a tilt dam; 4. tamping the column; 5. a muddy soil dike; 6. a baffle plate; 7. a rotating plate; 8. a servo motor; 9. a main shaft; 10. a crushing shaft; 11. a support pillar; 12. pre-burying a base; 13. closing the bolt columns; 14. a combined rack; 15. a slurry guide port; 16. a convex crossing; 17. a closing plate; 18. a fixing plate; 19. a chute; 20. a water flowing hole; 21. a base plate; 22. penetrating a bolt column; 23. fastening a bolt; 24. and a limiting plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
Referring to fig. 1-5, the present invention provides a technical solution: a dyke structure for hydraulic engineering comprises a dyke body 1, a top dyke 2, an inclined dyke 3, a tamping column 4, a soil-mixed dyke 5, a baffle 6, a rotating plate 7, a servo motor 8, a main shaft 9, a crushing shaft 10, a support column 11, an embedded base 12, a closed bolt column 13, a combined frame 14, a slurry guide port 15, a convex road junction 16, a closing plate 17, a fixing plate 18, a sliding chute 19, a water flowing hole 20, a backing plate 21, a through bolt column 22, a clamping bolt 23 and a limiting plate 24, wherein the top end of the dyke body 1 is provided with the top dyke 2, one side of the top dyke 2 is provided with the inclined dyke 3, the inside of the inclined dyke 3 is provided with the tamping column 4, the bottom end of the inclined dyke 3 is provided with the soil-mixed dyke 5, the inside of the soil-mixed dyke 5 is provided with the support column 11, the bottom end of the support column 11 is provided with the embedded base 12, a crushing shaft 10 is arranged on one side of the main shaft 9, a closed bolt column 13 is arranged on the other side of the top end of the embedded base 12, a combination frame 14 is arranged on the top end of the closed bolt column 13, a rotating plate 7 is arranged on the top end of the servo motor 8, a baffle 6 is arranged on one side of the rotating plate 7, a limiting plate 24 is arranged on one side of the baffle 6, and the closed bolt column 13 is arranged inside the limiting plate 24;
the top dike 2 is fixedly connected with the inclined dike 3, the inclined dike 3 is movably connected with the rammed column 4, the inclined dike 3 is fixedly connected between the dike body 1 and the top dike 2, the rammed column 4 can be movably connected between the inclined dikes 3, when a large amount of water sludge is blocked between the inclined dikes 3, a constructor lifts the movably connected rammed column 4 through large-scale equipment, so that the water sludge can enter a water channel between the concrete dike 5 and the embedded base 12 through a gap between the rammed columns 4 between the inclined dikes 3, the blocking of the large amount of sludge on the breakwater is prevented, and the water impact gravity of the breakwater is reduced;
the baffle 6 and the rotating plate 7 are mutually attached, the rotating plate 7 and the servo motor 8 are in a vertical structure, the baffle 6 and the rotating plate 7 which are mutually attached are vertically arranged between the servo motors 8, and the baffle 6 can be movably arranged at the top end of the servo motor 8 through the rotating plate 7;
the servo motor 8 is movably connected with the main shaft 9, the servo motor 8 forms a rotating structure with the crushing shaft 10 through the main shaft 9, the movably connected main shaft 9 and the crushing shaft 10 are installed between the servo motor 8, the servo motor 8 is started to drive the main shaft 9 to push the crushing shaft 10 to carry out rotary motion crushing, when water sludge is blocked between the baffle 6 and the rotating plate 7 to cause blockage of a breakwater structure, the crushing shaft 10 can be driven to stir sludge between the baffle 6 and the rotating plate 7 by means of power of the servo motor 8 to stir the blocked sludge, so that a water channel between the sludge mixing soil dike 5 and the embedded base 12 keeps moving force, and the sludge blocking volume of the breakwater structure is reduced;
the supporting column 11 comprises a slurry guide port 15 and a convex type port 16, the slurry guide port 15 is formed in the supporting column 11, the convex type port 16 is arranged at the bottom end of the slurry guide port 15, and the supporting column 11 is distributed between the slurry mixing embankment 5 and the embedded base 12, so that water sludge can flow between the slurry guide port 15 and the convex type port 16;
the top dike 2 comprises a closing plate 17, a fixing plate 18, a sliding groove 19 and water flowing holes 20, the closing plate 17 is arranged inside the top dike 2, the fixing plate 18 is fixed on two sides of the closing plate 17, the sliding groove 19 is formed in two sides of the fixing plate 18, the water flowing holes 20 are formed in the bottom end of the closing plate 17, the sliding groove 19 is formed between the insides of the top dikes 2, the closing plate 17 is movably arranged between the sliding grooves 19 through the fixing plate 18, and the water flowing holes 20 can be uniformly distributed between the top dikes 2;
the outer wall of the fixed plate 18 is tightly attached to the inner wall of the sliding groove 19, the closing plate 17 and the sliding groove 19 form a lifting structure, the fixed plate 18 is fixedly connected to the two sides of the closing plate 17, so that the closing plate 17 is arranged between the top dikes 2 through the fixed plate 18, when the top dikes 2 are fixedly connected to the top ends of the dikes 1, a constructor can manually push the closing plate 17 to open the water flowing holes 20 between the top dikes 2, dredging and flowing of the water flowing holes 20 are facilitated, water flow is facilitated to be discharged from the water flowing holes 20 between the top dikes 2, and when the breakwater structure has no water flow, the constructor can manually push the closing plate 17 to facilitate cleaning of the water flowing holes 20 between the closing plates 17;
the combined frame 14 comprises a backing plate 21 and bolt penetrating columns 22, the backing plate 21 is arranged at the top end of the combined frame 14, the bolt penetrating columns 22 are arranged inside the backing plate 21, when the closed bolt columns 13 are connected to the bottom end of the combined frame 14 in a threaded mode, the backing plate 21 and the bolt penetrating columns 22 on the combined frame 14 can be installed between the closed bolt columns 13, a constructor can conveniently package the closed bolt columns 13, the backing plate 21 and the bolt penetrating columns 22 at the bottom end of the breakwater structure, the thickness of the breakwater structure is increased, the constructor can conveniently detach the backing plate 21 and the bolt penetrating columns 22 in a threaded mode in the later period, and the breakwater structure is favorably cleaned and dredged;
the clamping bolt 23 is in threaded connection with the limiting plate 24, the baffle 6 forms a dismounting structure with the limiting plate 24 through the clamping bolt 23, the clamping bolt 23 and the limiting plate 24 which are in threaded connection are installed between the baffle 6, a constructor can manually loosen the clamping bolt 23 and the limiting plate 24, the baffle 6 can be loosened, water sludge can enter the crushing shaft 10, when the breakwater structure drains water, the sludge can be prevented from blocking the breakwater road junction, the situation that water overflows is prevented, the breakwater structure is prevented from being damaged, and the safety of the breakwater structure is improved.
The working principle of the embodiment is as follows: the breakwater structure for the hydraulic engineering is characterized in that a main shaft 9 and a crushing shaft 10 which are movably connected are arranged between servo motors 8, the servo motors 8 are started to drive the main shaft 9 to push the crushing shaft 10 to carry out rotary motion crushing, when water sludge is blocked between a baffle 6 and a rotating plate 7 and the breakwater structure is blocked, the crushing shaft 10 can be driven to stir the sludge between the baffle 6 and the rotating plate 7 by means of the power of the servo motors 8, the blocked sludge can be stirred and moved, so that a water channel between a muddy soil dike 5 and an embedded base 12 keeps moving force, the sludge blocking volume of the breakwater structure is reduced, a clamping bolt 23 and a limiting plate 24 which are in threaded connection are arranged between the baffles 6, a constructor can manually loosen the clamping bolt 23 and the limiting plate 24, the baffle 6 can be loosened, water sludge can be favorably enter between the crushing shafts 10, and when the breakwater structure drains, the sludge can be prevented from blocking the mouth of the breakwater, the situation of water overflowing the breakwater can be prevented, the breakwater structure can be prevented from being damaged by flushing, the safety of the breakwater structure is improved, meanwhile, the sliding grooves 19 are formed between the inner parts of the top dikes 2, the closing plate 17 is movably arranged between the sliding grooves 19 through the fixing plate 18, the water flowing holes 20 can be uniformly distributed between the top dikes 2, when the closed bolt columns 13 are in threaded connection with the bottom end of the combined frame 14, the backing plate 21 and the bolt penetrating columns 22 on the combined frame 14 can be arranged between the closed bolt columns 13, a constructor can conveniently pack the closed bolt columns 13, the backing plate 21 and the bolt penetrating columns 22 at the bottom end of the breakwater structure, the thickness of the breakwater structure is increased, the constructor can conveniently detach the backing plate 21 and the bolt penetrating columns 22 through threads at the later stage, the breakwater structure can be cleaned and dredged, and the supporting columns 11 are distributed between, the water sludge can flow along the mud guide port 15 and the convex type crossing 16, the inclined dike 3 is fixedly connected between the dike body 1 and the top dike 2, the rammed column 4 can be movably connected between the inclined dikes 3, when a large amount of water sludge is blocked between the inclined dikes 3, a constructor lifts the rammed column 4 which is movably connected through large-scale equipment, the water sludge can enter between the water channels between the concrete dikes 5 and the embedded base 12 through the gap of the rammed column 4 between the inclined dikes 3, the blockage of a large amount of sludge on the dike is prevented, the water impact gravity of the dike is reduced, finally, the closing plate 17 is arranged between the top dikes 2 through the fixing plate 18 by fixedly connecting the fixing plates 18 at two sides of the closing plate 17, when the top dike 2 is fixedly connected at the top end of the dike body 1, the constructor can manually push the closing plate 17 to open the water flow holes 20 between the top dikes 2, the anti-breaking dike structure has the advantages that the anti-breaking dike structure is beneficial to dredging and flowing of the water flowing holes 20 and discharging of water flowing from the water flowing holes 20 between the top dikes 2, when no water flows exist in the anti-breaking dike structure, a constructor can manually push the closing plates 17 to be convenient for cleaning the water flowing holes 20 between the closing plates 17, the baffle plates 6 and the rotating plates 7 which are attached to each other are vertically arranged between the servo motors 8, and the baffle plates 6 can be movably arranged at the top ends of the servo motors 8 through the rotating plates 7.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the invention can be made, and equivalents and modifications of some features of the invention can be made without departing from the spirit and scope of the invention.
Claims (9)
1. The utility model provides a hydraulic engineering is with dyke structure, includes dyke body (1), baffle (6) and limiting plate (24), its characterized in that: the top end of the embankment body (1) is provided with a top embankment (2), one side of the top embankment (2) is provided with an inclined embankment (3), a tamping column (4) is arranged inside the inclined embankment (3), the bottom end of the inclined embankment (3) is provided with a soil mixing embankment (5), a support column (11) is arranged inside the soil mixing embankment (5), the bottom end of the support column (11) is provided with an embedded base (12), one side of the top end of the embedded base (12) is provided with a servo motor (8), one side of the servo motor (8) is provided with a main shaft (9), one side of the main shaft (9) is provided with a crushing shaft (10), the other side of the top end of the embedded base (12) is provided with a closed bolt column (13), the top end of the closed bolt column (13) is provided with a combined frame (14), the, and one side of the rotating plate (7) is provided with a baffle (6), one side of the baffle (6) is provided with a limiting plate (24), and the inside of the limiting plate (24) is provided with a closed bolt column (13).
2. A breakwater structure for hydraulic engineering according to claim 1, wherein: the top dike (2) is fixedly connected with the inclined dike (3), and the inclined dike (3) is movably connected with the ramming column (4).
3. A breakwater structure for hydraulic engineering according to claim 1, wherein: the baffle plate (6) and the rotating plate (7) are mutually attached, and the rotating plate (7) and the servo motor (8) are in a vertical structure.
4. A breakwater structure for hydraulic engineering according to claim 1, wherein: the servo motor (8) is movably connected with the main shaft (9), and the servo motor (8) and the crushing shaft (10) form a rotating structure through the main shaft (9).
5. A breakwater structure for hydraulic engineering according to claim 1, wherein: the support column (11) comprises a slurry guide port (15) and a convex type channel port (16), the slurry guide port (15) is formed in the support column (11), and the convex type channel port (16) is formed in the bottom end of the slurry guide port (15).
6. A breakwater structure for hydraulic engineering according to claim 1, wherein: the top dike (2) comprises a closing plate (17), a fixing plate (18), a sliding groove (19) and a water flowing hole (20), the closing plate (17) is arranged inside the top dike (2), the fixing plate (18) is fixed on two sides of the closing plate (17), the sliding groove (19) is formed in two sides of the fixing plate (18), and the water flowing hole (20) is formed in the bottom end of the closing plate (17).
7. The breakwater structure for hydraulic engineering according to claim 6, wherein: the outer wall of the fixing plate (18) is tightly attached to the inner wall of the sliding groove (19), and the closing plate (17) forms a lifting structure with the sliding groove (19) through the fixing plate (18).
8. A breakwater structure for hydraulic engineering according to claim 1, wherein: the combined rack (14) comprises a base plate (21) and a through bolt column (22), the base plate (21) is arranged at the top end of the combined rack (14), and the through bolt column (22) is arranged inside the base plate (21).
9. A breakwater structure for hydraulic engineering according to claim 1, wherein: the clamping bolt (23) is in threaded connection with the limiting plate (24), and the baffle (6) and the limiting plate (24) form a dismounting structure through the clamping bolt (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011410396.9A CN112593530B (en) | 2020-12-04 | 2020-12-04 | Hydraulic engineering is with breakwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011410396.9A CN112593530B (en) | 2020-12-04 | 2020-12-04 | Hydraulic engineering is with breakwater structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112593530A true CN112593530A (en) | 2021-04-02 |
| CN112593530B CN112593530B (en) | 2022-05-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011410396.9A Active CN112593530B (en) | 2020-12-04 | 2020-12-04 | Hydraulic engineering is with breakwater structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013047426A (en) * | 2011-08-29 | 2013-03-07 | Jfe Metal Products & Engineering Inc | Transmission type dam and construction method thereof |
| 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 |
| CN107012836A (en) * | 2017-04-21 | 2017-08-04 | 中国科学院、水利部成都山地灾害与环境研究所 | Sill may and levee system |
| CN207032153U (en) * | 2017-05-11 | 2018-02-23 | 湖北泰江水利建设有限公司 | Water conservancy dam configuration |
| CN108867570A (en) * | 2018-08-09 | 2018-11-23 | 郑有龙 | A kind of water engineering facility overflow anti-clogging dam body structure |
-
2020
- 2020-12-04 CN CN202011410396.9A patent/CN112593530B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2013047426A (en) * | 2011-08-29 | 2013-03-07 | Jfe Metal Products & Engineering Inc | Transmission type dam and construction method thereof |
| 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 |
| CN107012836A (en) * | 2017-04-21 | 2017-08-04 | 中国科学院、水利部成都山地灾害与环境研究所 | Sill may and levee system |
| CN207032153U (en) * | 2017-05-11 | 2018-02-23 | 湖北泰江水利建设有限公司 | Water conservancy dam configuration |
| CN108867570A (en) * | 2018-08-09 | 2018-11-23 | 郑有龙 | A kind of water engineering facility overflow anti-clogging dam body structure |
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| Publication number | Publication date |
|---|---|
| CN112593530B (en) | 2022-05-31 |
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