CN216445899U - Dykes and dams for hydraulic engineering - Google Patents
Dykes and dams for hydraulic engineering Download PDFInfo
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- CN216445899U CN216445899U CN202123109317.3U CN202123109317U CN216445899U CN 216445899 U CN216445899 U CN 216445899U CN 202123109317 U CN202123109317 U CN 202123109317U CN 216445899 U CN216445899 U CN 216445899U
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Abstract
The utility model belongs to the technical field of hydraulic engineering's technique and specifically relates to a dykes and dams for hydraulic engineering, dykes and dams for hydraulic engineering include dykes and dams body, this internal pre-buried carrier bar that has of dykes and dams, the carrier bar extends to the underground, one side of dykes and dams body water storage is rotated and is provided with a plurality of buffer boards that are used for buffering wave tide, the axis of rotation of buffer board is on a parallel with the side of dykes and dams water storage one side, be provided with a plurality of support frames on the dykes and dams body, the support frame is connected with the carrier bar, the buffer board rotates and connects on the support frame, be provided with the release part that is used for ordering about the buffer board and resets on the dykes and dams body. This application has the effect that reduces the impact and the erosion of wave to dykes and dams.
Description
Technical Field
The application relates to hydraulic engineering's technical field especially relates to a dykes and dams for hydraulic engineering.
Background
The water conservancy project is built, water flow can be controlled, flood disasters are prevented, and water quantity is adjusted and distributed to meet the requirements of people on water resources in life and production. The general names of dams, dikes and dams also refer to water-proof and water-retaining buildings and structures, and the modern dams mainly comprise two types, namely earth-rock dams and concrete dams.
In the related technology, the large dam dike is constructed by high-tech reinforced cement, the cross section of the dam dike is trapezoidal, and the dam dike is obliquely arranged close to one side of the water storage dam to resist wave tide and surge and protect the hydraulic construction on the shore.
In view of the above-mentioned related technologies, the inventor believes that the wave directly impacts the dam, so that the impact and erosion on the dam are strong, and the service life of the dam is reduced.
SUMMERY OF THE UTILITY MODEL
In order to reduce the impact and the erosion of wave to dykes and dams, this application provides a dykes and dams for hydraulic engineering.
The application provides a dykes and dams for hydraulic engineering adopts following technical scheme:
the utility model provides a dykes and dams for hydraulic engineering, includes the dykes and dams body, this internal pre-buried carrier bar that has of dykes and dams, the carrier bar extends to the underground, one side of dykes and dams body water storage is rotated and is provided with a plurality of buffer boards that are used for buffering wave tide, the axis of rotation of buffer board is on a parallel with the side of dykes and dams water storage one side, be provided with a plurality of support frames on the dykes and dams body, the support frame is connected with the carrier bar, the buffer board rotates and connects on the support frame, be provided with the reset piece that is used for ordering about the buffer board and resets on the dykes and dams body.
Through adopting above-mentioned technical scheme, the wave tide strikes on the buffer board, it rotates to drive the buffer board, again with dykes and dams body contact after the rivers differentiation of direct action on dykes and dams body, the piece that resets orders about the buffer board and resets, the wave tide impact force to dykes and dams body has been reduced, and when the wave tide strikes the buffer board, partly impact force is offset by the piece that resets, further reduction the impact to dykes and dams body, the power of being used in on the buffer board transmits the carrier bar through the support frame, the carrier bar extends to the underground, so that reduce the influence of the impact force on the buffer board to dykes and dams body, improve the life of dykes and dams body.
Optionally, the support frame includes down tube and a plurality of horizontal pole, and is a plurality of the horizontal pole sets up on dykes and dams body, the horizontal pole is connected with the carrier bar, and is a plurality of the horizontal pole is parallel to each other, the down tube sets up on the horizontal pole, the length direction of down tube is on a parallel with the side of dykes and dams body water storage one side, the buffer board rotates to be connected on the down tube.
Through adopting above-mentioned technical scheme, a plurality of horizontal poles are connected with the down tube, have improved the bending strength of down tube to improve the shock resistance of down tube, be convenient for the rotation of buffer board.
Optionally, the reset member includes a plurality of springs for driving the buffer plate to reset, and the springs are located between the buffer plate and the dam body.
Through adopting above-mentioned technical scheme, the wave tide orders about the buffer board and rotates, with the spring compression, after the wave tide, the buffer board replies original position under ordering about of spring to in the used repeatedly of buffer board.
Optionally, the dyke body is provided with a plurality of telescopic links in the rotation, the spring is located the telescopic link, the telescopic link rotates to be connected on the dyke body.
Through adopting above-mentioned technical scheme, be located the spring of telescopic link, reduced the possibility of spring and water contact to reduce rivers and to the corrosion of spring, improve the life of spring.
Optionally, be provided with the impingement plate on the dykes and dams body, the impingement plate is located between buffer board and the dykes and dams body, the buffer board rotates the wave that the back rake is effused and strikes on the impingement plate.
Through adopting above-mentioned technical scheme, the buffer board rotates on the wave tide that the hypsokinesis was effused strikes the impact plate, and the impact plate has blockked the direct impact of wave tide on dykes and dams main part, further reduction the washing away and the erosion of wave tide to dykes and dams main part.
Optionally, a reinforcing rod for connecting the bearing rod is arranged on the dam body, and the length direction of the reinforcing rod is parallel to the length direction of the dam body.
Through adopting above-mentioned technical scheme, the stiffener couples together the carrier bar to connect into a whole with the support frame, with the shock resistance who strengthens the support frame.
Optionally, one side of the impact plate, which is far away from the dam body, is provided with a shunting block, the shunting block and the impact plate are integrally formed, and one side of the shunting block, which is far away from the impact plate, is arc-shaped.
Through adopting above-mentioned technical scheme, the surge that the reposition of redundant personnel piece will strike on the impingement plate flows towards the both sides of reposition of redundant personnel piece to reduce the impact to the reposition of redundant personnel piece, improve dykes and dams shock resistance.
Optionally, a flood discharge port has been seted up on the dykes and dams body, be provided with the gate valve that is used for opening and close the flood discharge port on the dykes and dams body, be provided with level sensor on the dykes and dams body, level sensor is located the water level warning line, be provided with the controller on the dykes and dams body, the controller is connected with level sensor and gate valve electricity respectively, when level sensor detected water level information, level sensor sends water level signal for the controller, the controller control gate valve opens the flood discharge port.
Through adopting above-mentioned technical scheme, when level sensor detected water level information, level sensor sent water level signal for the controller, and the controller control floodgate valve is opened the flood discharge mouth, through level sensor's setting to flood discharge when dykes and dams water level surpassed the warning line.
In summary, the present application includes at least one of the following beneficial technical effects:
the wave tide impacts the buffer plate to drive the buffer plate to rotate, the water flow directly acting on the dam body is divided and then is contacted with the dam body, the reset piece drives the buffer plate to reset, the impact force of the wave tide on the dam body is reduced, and when the wave tide impacts the buffer plate, a part of the impact force is offset by the reset piece, the impact on the dam body is further reduced, the force acting on the buffer plate is transmitted to the bearing rod through the support frame, and the bearing rod extends to the underground, so that the influence of the impact force on the buffer plate on the dam body is reduced, and the service life of the dam body is prolonged;
the buffer board rotates on the wave tide that the hypsokinesis was effused strikes the impact plate, and the impact plate has blockked the direct impact of wave tide on dykes and dams main part, and further reduction the wave tide to the washing away and the erosion of dykes and dams main part.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
Fig. 2 is a schematic structural diagram of a support frame according to an embodiment of the present application.
FIG. 3 is a cross-sectional view of a telescoping pole according to an embodiment of the present application.
Fig. 4 is an enlarged view of a portion a in fig. 3.
Fig. 5 is a sectional view of a gate valve according to an embodiment of the present application.
Description of reference numerals: 1. a dam body; 2. a carrier bar; 3. a buffer plate; 4. a support frame; 41. a diagonal bar; 42. a cross bar; 5. a spring; 6. a telescopic rod; 61. a slide bar; 62. fixing the rod; 7. an impact plate; 8. a reinforcing bar; 9. a shunting block; 10. a flood discharge opening; 11. a gate valve; 12. a water level sensor; 13. a controller; 14. a limiting block; 15. a rope winder; 16. a sliding groove; 17. and (4) a filter screen.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses dykes and dams for hydraulic engineering. Referring to fig. 1 and 2, hydraulic engineering is with dykes and dams including dykes and dams body 1, pre-buried carrier bar 2 that has in the dykes and dams body 1, carrier bar 2 extends to the underground, vertical direction is followed to the length direction of carrier bar 2, one side of dykes and dams body 1 water storage is rotated and is connected with a plurality of buffer boards 3 that are used for buffering wave tide, the axis of rotation of buffer board 3 is on a parallel with the side of dykes and dams body 1 water storage one side, be connected with a plurality of support frames 4 on the dykes and dams body 1, support frame 4 is connected with carrier bar 2, buffer board 3 rotates and connects on support frame 4, be provided with the piece that resets that is used for ordering about buffer board 3 and resets on the dykes and dams body 1.
Referring to fig. 1 and 2, support frame 4 includes down tube 41 and a plurality of horizontal pole 42, and a plurality of horizontal poles 42 are worn to establish on dyke body 1, and the one end of a plurality of horizontal poles 42 all is connected with carrier bar 2, and a plurality of horizontal poles 42 are parallel to each other, and down tube 41 welded fastening is on horizontal pole 42, and down tube 41 connects a plurality of horizontal poles 42, and the length direction of down tube 41 is on a parallel with the side of dyke body 1 water storage one side, and buffer board 3 rotates and connects on down tube 41. Be connected with the stiffener 8 that is used for connecting carrier bar 2 on the dykes and dams body 1, the length direction of stiffener 8 is on a parallel with the length direction of dykes and dams body 1, stiffener 8 and carrier bar 2 welded fastening.
Referring to fig. 2, 3 and 4, the dike body 1 is rotatably connected with a plurality of telescopic rods 6, the telescopic rods 6 are arranged in one-to-one correspondence with the cross rods 42, each telescopic rod 6 comprises a sliding rod 61 and a fixing rod 62, the sliding rod 61 is slidably connected in the fixing rod 62, the sliding direction of the sliding rod 61 is parallel to the length direction of the fixing rod 62, the fixing rod 62 is rotatably connected on the buffer plate 3, the rotating axis of the fixing rod 62 is parallel to the length direction of the inclined rod 41, the sliding rod 61 is rotatably connected on the dike body 1, and the rotating axis of the sliding rod 61 is parallel to the active axis of the fixing rod 62. The reset piece comprises a plurality of springs 5 for driving the buffer plate 3 to reset, the springs 5 are positioned between the buffer plate 3 and the dam body 1, the springs 5 are in one-to-one correspondence with the fixed rods 62, the springs 5 are positioned in the fixed rods 62, and the end parts of the sliding rods 61 close to the fixed rods 62 are integrally formed with limit blocks 14; when the sliding rod 61 slides to the top end of the fixed rod 62, the limit block 14 is abutted against the top wall of the fixed rod 62, the spring 5 is in a compressed state, and the side surface of the buffer plate 3 is parallel to the side surface of the water storage side of the dam body 1; the spring 5 in a compressed state provides an initial buffering force for the buffering plate 3, so as to offset the impact of part of the wave on the buffering plate 3, and after the wave passes, the spring 5 drives the buffering plate 3 to return to the original position, so as to resist the next impact.
Referring to fig. 1 and 2, a plurality of impact plates 7 are fixed on the dam body 1, the impact plates 7 are located between the buffer plate 3 and the dam body 1, the impact plates 7 are parallel to the buffer plate 3, the impact plates 7 are located at one side close to the sliding rod 61, and the buffer plate 3 rotates and then the discharged waves impact the impact plates 7. One side of the impact plate 7, which is far away from the dam body 1, is integrally formed with a shunting block 9, and one side of the shunting block 9, which is far away from the impact plate 7, is arc-shaped.
Referring to fig. 1 and 5, a flood discharge opening 10 is formed in a dam body 1, and a filter screen 17 is fixed on the inner wall of the flood discharge opening 10 to reduce the possibility of blocking the flood discharge opening 10; sliding connection has a gate valve 11 that is used for opening and close flood discharge mouth 10 on dykes and dams body 1, vertical direction is followed to gate valve 11's slip direction, be fixed with ropewinder 15 on dykes and dams body 1, gate valve 11 with connect on ropewinder 15 through wire rope, sliding tray 16 has been seted up on dykes and dams body 1, gate valve 11 sliding connection is in sliding tray 16, be fixed with level sensor 12 on dykes and dams body 1, level sensor 12 is located the water level warning line, be fixed with controller 13 on ropewinder 15, controller 13 is connected with level sensor 12 and ropewinder 15 electricity respectively, when level sensor 12 detected water level information, level sensor 12 sends water level signal for controller 13, controller 13 controls ropewinder 15 rolling wire rope, make gate valve 11 open flood discharge mouth 10. So as to facilitate flood discharge when the water level of the dam body 1 exceeds the warning line.
The implementation principle of a dykes and dams for hydraulic engineering of the embodiment of the application is as follows: the wave tide impacts the buffer plate 3, the buffer plate 3 transmits impact force to the telescopic rod 6, the spring 5 in the telescopic rod 6 is further compressed, the buffer plate 3 rotates to offset partial impact force, water flow directly acting on the dam body 1 is divided and then flows to the flow dividing block 9, the impact force on the water flow is further divided to reduce the impact of the wave tide on the dam body 1, and the spring 5 drives the buffer plate 3 to reset after the wave tide; the power of acting on buffer board 3 passes through on support frame 4 transmits carrier bar 2, and carrier bar 2 extends to the underground to in the influence of the impact force of reducing on the buffer board 3 to dykes and dams body 1, improve dykes and dams body 1's life.
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. A dyke for hydraulic engineering which characterized in that: including dykes and dams body (1), pre-buried carrier bar (2) that have in dykes and dams body (1), carrier bar (2) extend to the underground, one side of dykes and dams body (1) water storage is rotated and is provided with a plurality of buffer boards (3) that are used for buffering wave, the axis of rotation of buffer board (3) is on a parallel with the side of dykes and dams body (1) water storage one side, be provided with a plurality of support frames (4) on dykes and dams body (1), support frame (4) are connected with carrier bar (2), buffer board (3) rotate to be connected on support frame (4), be provided with on dykes and dams body (1) and be used for ordering about the piece that resets of buffer board (3).
2. A dam for hydraulic engineering according to claim 1 wherein: support frame (4) include down tube (41) and a plurality of horizontal pole (42), and are a plurality of horizontal pole (42) set up on dyke body (1), horizontal pole (42) are connected with carrier bar (2), and are a plurality of horizontal pole (42) are parallel to each other, down tube (41) set up on horizontal pole (42), the length direction of down tube (41) is on a parallel with the side of dyke body (1) water storage one side, buffer board (3) rotate to be connected on down tube (41).
3. A dam for hydraulic engineering according to claim 1 wherein: the reset piece comprises a plurality of springs (5) for driving the buffer plate (3) to reset, and the springs (5) are positioned between the buffer plate (3) and the dam body (1).
4. A dam for hydraulic engineering according to claim 3 wherein: the dam is characterized in that a plurality of telescopic rods (6) are arranged on the dam body (1) in a rotating mode, the springs (5) are located in the telescopic rods (6), and the telescopic rods (6) are connected to the dam body (1) in a rotating mode.
5. A dam for hydraulic engineering according to claim 1 wherein: be provided with on dykes and dams body (1) and strike board (7), strike board (7) and be located between buffer board (3) and dykes and dams body (1), buffer board (3) rotate the wave tide of hypsokinesis effluvium and strike on impact board (7).
6. A dam for hydraulic engineering according to claim 1 wherein: the dam body (1) is provided with a reinforcing rod (8) used for being connected with the bearing rod (2), and the length direction of the reinforcing rod (8) is parallel to the length direction of the dam body (1).
7. A dyke for hydraulic engineering according to claim 5, characterised in that: one side of the impact plate (7) far away from the dam body (1) is provided with a shunting block (9), the shunting block (9) and the impact plate (7) are integrally formed, and one side of the shunting block (9) far away from the impact plate (7) is arc-shaped.
8. A dam for hydraulic engineering according to claim 1 wherein: the utility model discloses a dykes and dams, including dykes and dams body (1), seted up flood discharge mouth (10) on dykes and dams body (1), be provided with gate valve (11) that are used for opening and close flood discharge mouth (10) on dykes and dams body (1), be provided with level sensor (12) on dykes and dams body (1), level sensor (12) are located the water level warning line, be provided with controller (13) on dykes and dams body (1), controller (13) are connected with level sensor (12) and gate valve (11) electricity respectively, when level sensor (12) detected water level information, level sensor (12) send water level signal for controller (13), controller (13) control gate valve (11) are opened flood discharge mouth (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123109317.3U CN216445899U (en) | 2021-12-10 | 2021-12-10 | Dykes and dams for hydraulic engineering |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123109317.3U CN216445899U (en) | 2021-12-10 | 2021-12-10 | Dykes and dams for hydraulic engineering |
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| Publication Number | Publication Date |
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| CN216445899U true CN216445899U (en) | 2022-05-06 |
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| CN202123109317.3U Active CN216445899U (en) | 2021-12-10 | 2021-12-10 | Dykes and dams for hydraulic engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115949028A (en) * | 2022-12-23 | 2023-04-11 | 温州垠星建设有限公司 | Flood control dam for hydraulic engineering |
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2021
- 2021-12-10 CN CN202123109317.3U patent/CN216445899U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115949028A (en) * | 2022-12-23 | 2023-04-11 | 温州垠星建设有限公司 | Flood control dam for hydraulic engineering |
| CN115949028B (en) * | 2022-12-23 | 2023-08-29 | 温州垠星建设有限公司 | Flood control dike for hydraulic engineering |
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