CN114541473A - Hydraulic engineering retaining wall structure - Google Patents
Hydraulic engineering retaining wall structure Download PDFInfo
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- CN114541473A CN114541473A CN202210383996.3A CN202210383996A CN114541473A CN 114541473 A CN114541473 A CN 114541473A CN 202210383996 A CN202210383996 A CN 202210383996A CN 114541473 A CN114541473 A CN 114541473A
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- groove
- fixedly connected
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- plate
- hydraulic engineering
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 39
- 230000005540 biological transmission Effects 0.000 claims description 9
- 230000001681 protective effect Effects 0.000 claims description 7
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 238000007789 sealing Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- 241000446313 Lamella Species 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
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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
- E02B3/062—Constructions floating in operational condition, e.g. breakwaters or wave dissipating walls
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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
- E02B3/066—Quays
-
- 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
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Revetment (AREA)
Abstract
The application discloses hydraulic engineering retaining wall structure, including hydrophilic platform, it has a plurality of breakwaters to peg graft along vertical direction on the hydrophilic platform, the confession has been seted up on the hydrophilic platform the slot that the breakwater was pegged graft, breakwater upper end fixedly connected with floater, the floater is used for the butt surface of water, and the breakwater of being convenient for is according to the height of water level adjustment breakwater through the setting of breakwater and floater to can prevent that river course rivers from spilling over the river and producing flood disasters, and need not the manual work, the higher effect that has of flood control efficiency.
Description
Technical Field
The application relates to river course protective device field especially relates to a hydraulic engineering retaining wall structure.
Background
At present, in rainy season, due to long-time rainfall, the water level of a river channel rises, and flood disasters are easily caused.
In the related art, when the river water overflows the river surface to cause flood disasters, the river levee is raised by manually arranging flood control sandbags on a hydrophilic platform to prevent the water from overflowing the river surface.
For the above-mentioned correlation technique, the inventor thinks that, the mode of arranging the sand bag through the manual work is more time-consuming and laborious, influences flood control efficiency.
Disclosure of Invention
In order to promote flood control efficiency, this application provides a hydraulic engineering retaining wall structure.
The application provides a pair of hydraulic engineering retaining wall structure adopts following technical scheme:
the utility model provides a hydraulic engineering retaining wall structure, includes hydrophilic platform, it has a plurality of breakwaters to peg graft along vertical direction on the hydrophilic platform, hydrophilic platform is last to have seted up the confession the slot that the breakwater pegged graft, breakwater upper end fixedly connected with floater, the floater is used for the butt surface of water.
Through adopting above-mentioned technical scheme, when the river surface water level rises, under the effect of floater, the breakwater is vertical to rise to can prevent that river course rivers from overflowing the river surface and producing the flood calamity, can realize through the position of location floater that the river course surface of water is fast when overflowing the river course, floater butt river course surface of water, and the surface of water continues to rise then can make the breakwater stretch out the slot, thereby realize the purpose of flood control, and whole process makes the breakwater rise through the rising of water level, need not the manual work, flood control efficiency is higher.
Optionally, a plurality of stand columns are arranged on the hydrophilic platform at intervals, the water baffle is arranged between the two stand columns, the two ends of the water baffle are respectively provided with an insert block, and a sliding groove for the insert block to insert and vertically slide is formed in each stand column.
By adopting the technical scheme, when the water baffle rises, the inserting block is inserted in the sliding groove, so that the stability of the water baffle is enhanced after the water baffle rises.
Optionally, the water guard plate includes a middle plate and two side plates, the insert block is disposed on the side plates, and the middle plate is disposed between the two side plates.
Through adopting above-mentioned technical scheme, divide into a plurality ofly with the breakwater, be convenient for install the breakwater in the slot.
Optionally, the middle plate includes a central plate and a plurality of planks evenly distributed on both sides of the central plate, both sides of the central plate and one side of the planks are fixedly connected with fixing blocks, and the other side of the planks and one side of the side plates are both provided with clamping grooves for the fixing blocks to be inserted and vertically slide.
By adopting the technical scheme, the middle plate is divided into a plurality of sections, so that the middle plate is convenient to transport and transfer, and meanwhile, when a certain outer plate or a center plate is damaged, the damaged center plate and the damaged outer plate are convenient to replace; and the arrangement of the clamping groove and the fixing block is convenient for ensuring the overall stability of the middle plate.
Optionally, guard rails are arranged on the upper surfaces of the central plate and the outer plate.
By adopting the technical scheme, the safety of the hydrophilic platform is enhanced.
Optionally, an inserting rod is fixedly connected to the protective guard, a fixing groove into which the inserting rod is vertically inserted is formed in the fixing block, a limiting block is fixedly connected to the lower end of the inserting rod, a yielding groove is formed in the inner wall of the fixing groove, a clamping block is inserted into the yielding groove, a first spring is fixedly connected to the interior of the yielding groove along the insertion direction of the clamping block, the other end of the first spring is fixedly connected to the clamping block, and when the first spring is not deformed, the clamping block is partially clamped in the yielding groove; the limiting block is limited between the clamping block and the bottom surface of the fixing groove.
By adopting the technical scheme, the protective guard is convenient to disassemble and assemble, when the protective guard is disassembled, the fixture blocks are pressed to control the fixture blocks to completely enter the abdicating groove, and then the protective guard is taken down; when the protective guard is installed, the clamping block is pressed, the clamping block is controlled to completely enter the abdicating groove, then the inserting rod is inserted into the fixing groove until the limiting block crosses the clamping block, the clamping block resets under the action of the first spring, and the limiting block is limited between the clamping block and the bottom surface of the fixing groove.
Optionally, a communicating groove is formed in the inner wall of the fixing groove, a cross rod is inserted in the communicating groove, one end of the cross rod is fixedly connected with a transmission ball for pushing the limiting block into the communicating groove, the other end of the cross rod is used for being inserted into the inner wall of the clamping groove, and a second spring for resetting the cross rod is arranged in the communicating groove.
By adopting the technical scheme, when the inserted link is inserted into the fixed groove, the limiting block pushes the transmission ball to move the cross rod, so that the cross rod is clamped into the side wall of the clamping groove, and the water baffle can integrally lift when the central plate lifts; and the second spring is convenient for resetting the connecting block.
Optionally, the inner wall of the slot is fixedly connected with a sealing gasket in an attaching manner.
Through adopting above-mentioned technical scheme, be convenient for strengthen the holistic leakproofness of breakwater.
To sum up, the application comprises the following beneficial technical effects:
1. according to the water retaining device, the water retaining plate and the floating ball are arranged, so that the height of the water retaining plate can be conveniently adjusted according to the water level by the water retaining plate, flood disasters caused by overflow of river water flow on a river surface can be prevented, manpower is not needed, and the flood control efficiency is high;
2. this application is through cutting apart the breakwater and being a plurality of plankings and center plate to the dismouting of breakwater of being convenient for.
Drawings
Fig. 1 is a schematic view of the overall structure of a retaining wall structure for hydraulic engineering according to an embodiment of the present invention;
FIG. 2 is a schematic view of the entire structure of the water guard plate of FIG. 1;
FIG. 3 is a first cross-sectional view of FIG. 2;
FIG. 4 is an enlarged schematic view of area A of FIG. 3;
FIG. 5 is a second cross-sectional view of FIG. 2;
fig. 6 is an enlarged schematic view of the region B in fig. 5.
Description of reference numerals:
1. a hydrophilic platform; 2. a column; 3. a water baffle; 4. a slot; 5. a floating ball; 6. a side plate; 7. a center plate; 8. inserting a block; 9. an outer plate; 10. a chute; 11. a fixed block; 12. a card slot; 13. protecting the fence; 14. inserting a rod; 15. fixing grooves; 16. a first spring; 17. a clamping block; 18. a yielding groove; 19. a limiting block; 20. a communicating groove; 21. a cross bar; 22. a drive ball; 23. a second spring; 24. a groove; 25. a middle plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
This embodiment discloses a hydraulic engineering retaining wall structure. Referring to fig. 1 and 2, the retaining wall structure comprises hydrophilic platforms 1 arranged on two sides of a river channel, wherein a plurality of upright posts 2 which are vertically arranged are fixedly connected to one end, close to the water surface, of the upper surface of each hydrophilic platform 1 at equal intervals, solar cell panels or street lamps can be installed at the upper ends of the upright posts 2, a water baffle 3 is arranged between every two adjacent upright posts 2, a slot 4 for the water baffle 3 to be vertically inserted is formed between every two adjacent upright posts 2 of each hydrophilic platform 1, and when the water baffle 3 is completely inserted into the slot 4, the upper surface of the water baffle 3 is flush with the upper surface of the hydrophilic platform 1; the upper end of the water baffle 3 is provided with a floating ball 5 for driving the water baffle 3 to rise, and the floating ball 5 is abutted against the water surface.
The breakwater 3 includes intermediate lamella 25 and both sides board 6, and intermediate lamella 25 sets up between both sides board 6, and the equal fixedly connected with inserted block 8 in the one side that both sides board 6 kept away from each other, and the 8 height of inserted block and the 6 highly uniform of curb plate, the one side that adjacent two stands 2 are close to each other all is seted up and is supplied inserted block 8 to insert and vertical gliding spout 10.
In order to ensure the sealing performance between the insert block 8 and the slot 4, a sealing gasket is fixedly connected to the inner wall of the slot 4 in an attaching mode.
The middle plate 25 comprises a central plate 7 and a plurality of outer plates 9, the height and the thickness of the central plate 7 are consistent with those of the outer plates 9, the outer plates 9 are uniformly distributed on two sides of the central plate 7 and are connected end to end, the two sides of the central plate 7 and one side of each outer plate 9 are fixedly connected with fixing blocks 11, and the other side of each outer plate 9 and one side of each side plate 6, which is far away from the insert block 8, are provided with clamping grooves 12 for the insertion of the fixing blocks 11 and the vertical sliding; the height of the fixing block 11 is consistent with that of the outer plate 9.
In addition, floating balls 5 are fixed on the two side plates 6, the central plate 7 and the outer plates 9.
In order to ensure the sealing performance between the fixing block 11 and the clamping groove 12, a sealing gasket (not shown) is fixedly attached to the inner wall of the clamping groove 12.
When the installation is carried out, the side plates 6 are firstly inserted into the two ends of the slot 4, then the outer plates 9 are inserted into the slot 4 one by one, and finally the central plate 7 is inserted into the slot 4.
In order to ensure the safety of the hydrophilic platform 1, guard rails 13 are fixedly connected to the upper surfaces of the outer plate 9 and the central plate 7, and the guard rails 13 are matched with each other to prevent passers-by from falling into water.
Referring to fig. 2 and 3, in order to facilitate installation of the guard rail 13, an insertion rod 14 vertically disposed is fixedly connected to the guard rail 13, a fixing groove 15 into which the insertion rod 14 is vertically inserted is formed in an upper surface of the fixing block 11, and a limiting assembly for limiting the fixing block 11 to be separated from the fixing groove 15 is disposed in the fixing groove 15.
Referring to fig. 3 and 4, the limiting assembly comprises a first spring 16 and a clamping block 17, an abdicating groove 18 for the clamping block 17 to be completely inserted is formed in the side wall of the fixing groove 15, the clamping block 17 is inserted into the abdicating groove 18, the first spring 16 is arranged along the insertion direction of the clamping block 17, two ends of the first spring 16 are respectively and fixedly connected with the clamping block 17 and the side wall of the abdicating groove 18, when the first spring 16 is not deformed, part of the clamping block 17 is clamped in the abdicating groove 18, and the part of the upper surface of the clamping block 17, which is positioned outside the abdicating groove 18, is an arc-shaped convex surface; at 14 lower extreme fixedly connected with stoppers 19 of inserted bar, stopper 19 and fixed slot 15 looks adaptations, when 19 lower surfaces butt fixed slot 15 bottom surfaces of stopper, the spacing upper surface of fixture block 17 lower surface butt.
Referring to fig. 5 and 6, in addition, in order to enable the water baffle 3 to integrally lift, a communicating groove 20 is formed in the side wall of the fixing groove 15, a cross rod 21 is inserted into the communicating groove 20, one end, close to the fixing groove 15, of the cross rod 21 is fixedly connected with a transmission ball 22, the other end of the cross rod 21 is used for penetrating through the communicating groove 20, a second spring 23 is sleeved on the cross rod 21, two ends of the second spring 23 are respectively and fixedly connected with the outer wall of the cross rod 21 and the transmission ball 22, when the second spring 23 is not deformed, the cross rod 21 is completely located in the communicating groove 20, and part of the transmission ball 22 is located in the communicating groove 20; and a groove 24 for the connecting block to be clamped is arranged on the side wall of the clamping groove 12.
When the limiting plate abuts against the bottom surface of the fixing groove 15, the limiting block 19 abuts against the transmission ball 22 and pushes the transmission ball 22 to completely enter the communication groove 20, and under the action of the cross rod 21, the connecting block is inserted into the groove 24.
The implementation principle of a hydraulic engineering retaining wall structure of the embodiment of the application is: when the lifting device is used, the side plates 6 are inserted into two ends of the slot 4, the outer plates 9 are inserted into the slot 4 one by one, the central plate 7 is inserted into the slot 4, the guard rail 13 is installed on the upper surfaces of the central plate 7 and the outer plates 9, the inserted rods 14 are inserted into the fixing slots 15 in the process until the limiting blocks 19 are limited between the bottom surfaces of the clamping blocks 17 and the bottom surfaces of the fixing slots 15, the limiting blocks 19 push the transmission balls 22 to enter the communication in the process, the cross rods 21 are inserted into the grooves 24, and the side plates 6, the central plate 7 and the outer plates 9 can be integrally connected, so that the lifting device can be integrally lifted.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a hydraulic engineering retaining wall structure, includes hydrophilic platform (1), its characterized in that: the water-retaining plate is characterized in that a plurality of water-retaining plates (3) are inserted into the hydrophilic platform (1) in a vertical direction in an inserting mode, slots (4) for inserting the water-retaining plates (3) are formed in the hydrophilic platform (1), floating balls (5) are fixedly connected to the upper ends of the water-retaining plates (3), and the floating balls (5) are used for being abutted to the water surface.
2. A hydraulic engineering retaining wall structure according to claim 1, characterized in that: the water-retaining wall is characterized in that a plurality of stand columns (2) are arranged on the hydrophilic platform (1) at intervals, the water baffle (3) is arranged between the two stand columns (2), the two ends of the water baffle (3) are respectively provided with an insert block (8), and a sliding groove (10) which is used for the insert block (8) to insert and vertically slide is formed in each stand column (2).
3. A hydraulic engineering retaining wall structure according to claim 2, characterized in that: the water baffle (3) comprises a middle plate (25) and two side plates (6), the inserting block (8) is arranged on the side plates (6), and the middle plate (25) is arranged between the two side plates (6).
4. A hydraulic engineering retaining wall structure according to claim 3, characterized in that: the middle plate (25) comprises a center plate (7) and a plurality of outer plates (9) which are uniformly distributed on two sides of the center plate (7), fixed blocks (11) are fixedly connected to two sides of the center plate (7) and one side of each outer plate (9), and clamping grooves (12) which are used for the insertion of the fixed blocks (11) and the vertical sliding of the fixed blocks (11) are formed in the other side of each outer plate (9) and one side of each side plate (6).
5. A hydraulic engineering retaining wall structure according to claim 4, characterized in that: guard rails (13) are arranged on the upper surfaces of the central plate (7) and the outer plate (9).
6. A hydraulic engineering retaining wall structure according to claim 5, characterized in that: the protective guard (13) is fixedly connected with an inserting rod (14), a fixing groove (15) for the inserting rod (14) to be vertically inserted is formed in the fixing block (11), a limiting block (19) is fixedly connected to the lower end of the inserting rod (14), an abdicating groove (18) is formed in the inner wall of the fixing groove (15), a clamping block (17) is inserted in the abdicating groove (18), a first spring (16) is fixedly connected in the abdicating groove (18) along the inserting direction of the clamping block (17), the other end of the first spring (16) is fixedly connected with the clamping block (17), and when the first spring (16) is not deformed, part of the clamping block (17) is clamped in the abdicating groove (18); the limiting block (19) is limited between the clamping block (17) and the bottom surface of the fixing groove (15).
7. A hydraulic engineering retaining wall structure according to claim 6, characterized in that: the novel clamping groove is characterized in that a communicating groove (20) is formed in the inner wall of the fixing groove (15), a cross rod (21) is inserted in the communicating groove (20), one end of the cross rod (21) is fixedly connected with a transmission ball (22) for supplying the limiting block (19) to push the communicating groove (20), the other end of the cross rod (21) is used for being inserted into the inner wall of the clamping groove (12), and a second spring (23) for resetting the cross rod (21) is arranged in the communicating groove (20).
8. A hydraulic engineering retaining wall structure according to claim 1, characterized in that: the inner wall of the slot (4) is fixedly connected with a sealing gasket in an attaching mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210383996.3A CN114541473A (en) | 2022-04-13 | 2022-04-13 | Hydraulic engineering retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210383996.3A CN114541473A (en) | 2022-04-13 | 2022-04-13 | Hydraulic engineering retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114541473A true CN114541473A (en) | 2022-05-27 |
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ID=81667060
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210383996.3A Pending CN114541473A (en) | 2022-04-13 | 2022-04-13 | Hydraulic engineering retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114541473A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN209211488U (en) * | 2018-11-29 | 2019-08-06 | 曹晨华 | Retaining wall is used in a kind of flood control of construction of hydro project |
| CN210857094U (en) * | 2019-09-30 | 2020-06-26 | 段磊 | Hydraulic engineering is with flood prevention flood control wall body |
| CN210917447U (en) * | 2019-08-22 | 2020-07-03 | 中铁十局集团第三建设有限公司 | High slope friction pile and retaining wall combined supporting device |
| CN111498617A (en) * | 2020-04-27 | 2020-08-07 | 王蕊 | Quick positioner that spinning machine used |
| CN212772190U (en) * | 2020-06-29 | 2021-03-23 | 阳新县鑫源水利水电建筑工程有限公司 | City river flood control structure |
-
2022
- 2022-04-13 CN CN202210383996.3A patent/CN114541473A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN209211488U (en) * | 2018-11-29 | 2019-08-06 | 曹晨华 | Retaining wall is used in a kind of flood control of construction of hydro project |
| CN210917447U (en) * | 2019-08-22 | 2020-07-03 | 中铁十局集团第三建设有限公司 | High slope friction pile and retaining wall combined supporting device |
| CN210857094U (en) * | 2019-09-30 | 2020-06-26 | 段磊 | Hydraulic engineering is with flood prevention flood control wall body |
| CN111498617A (en) * | 2020-04-27 | 2020-08-07 | 王蕊 | Quick positioner that spinning machine used |
| CN212772190U (en) * | 2020-06-29 | 2021-03-23 | 阳新县鑫源水利水电建筑工程有限公司 | City river flood control structure |
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