CN214328714U - Lifting type flood-control embankment structure - Google Patents
Lifting type flood-control embankment structure Download PDFInfo
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- CN214328714U CN214328714U CN202120305134.XU CN202120305134U CN214328714U CN 214328714 U CN214328714 U CN 214328714U CN 202120305134 U CN202120305134 U CN 202120305134U CN 214328714 U CN214328714 U CN 214328714U
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- Prior art keywords
- wall
- flood
- groove
- water level
- automatic telescopic
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 238000013016 damping Methods 0.000 claims abstract description 23
- 230000035939 shock Effects 0.000 claims abstract description 17
- 239000006096 absorbing agent Substances 0.000 claims abstract description 13
- 239000010720 hydraulic oil Substances 0.000 claims description 3
- 230000003028 elevating effect Effects 0.000 claims 4
- 230000000630 rising effect Effects 0.000 description 4
- 238000005259 measurement Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The utility model discloses an over-and-under type flood control dyke structure, its technical scheme is: the surface of flood bank one side is provided with water level measuring device, the surface of flood bank opposite side is provided with damping device, the lift groove has been seted up to the upper surface of flood bank, the inside sliding connection in lift groove has the wall that increases, the bottom that increases the wall is provided with the rubber pad, the both sides that increase the wall are provided with drive arrangement, the side surface that increases the wall has seted up the brace groove, the inside in brace groove is provided with strutting arrangement. When increasing the wall and rise, in order to reduce the vibration that produces when rivers strike and increase the wall, can rise the connecting block through hydraulic cylinder and increase wall one side, then support the shock attenuation dish through the automatic telescopic link of second on increasing the wall, the rethread damping spring shock attenuation to restrict damping spring's resilience through the shock absorber, fine having avoided increasing the wall and damaged because of the vibration, increased the security.
Description
Technical Field
The utility model belongs to the technical field of the flood bank, in particular to over-and-under type flood bank structure.
Background
The flood control dike is a dike built for preventing rivers from overflowing, the flood control dike appears hundreds of years ago, the flood control dike is usually a pile of soil, the soil pile is in a long strip shape and can extend for several kilometers along rivers, lakes or oceans sometimes, and the flood control dike can restrain flood. For example, flood dams can be kept dry until they flood in spring, and the river water within the flood dam can rise without flooding into the adjacent land, a function that is both beneficial and bad.
With the development of the times, the flood control wall built by common earth is gradually unable to meet the flood control demand of people, so most of the existing flood control walls are built by concrete, although the cost is high, the flood control wall is firm and durable, manpower and material resources are saved, large-scale repair is not needed every year, and the flood control wall has numerous advantages, once a breach is caused, the breach is more harmful, the cause of the breach is vibration damage caused by the fact that the flood control wall cannot bear the impact of water flow, and therefore, a lifting type flood control wall structure is necessary to be designed.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides an over-and-under type flood control dyke structure has made things convenient for and has increased the flood control dyke fast, alleviates the vibration that the flood control dyke received, avoids the flood control dyke to breach, has solved the problem that the flood control dyke does not bear the impact of rivers and the vibration damage that produces.
In order to achieve the above object, the utility model provides a following technical scheme: over-and-under type flood control dyke structure, including the flood control dyke, the surface of flood control dyke one side is provided with water level measurement device, the surface of flood control dyke opposite side is provided with damping device, the lift groove has been seted up to the upper surface of flood control dyke, the inside sliding connection in lift groove has the wall that increases, the bottom that increases the wall is provided with the rubber pad, it is provided with drive arrangement to increase the both sides of wall, it has seted up the brace groove to increase the side surface of wall, the inside in brace groove is provided with strutting arrangement.
Preferably, the water level measuring device comprises a water level rod, the surface of the water level rod is provided with scales, and one end of each scale is provided with a water level sensor.
Preferably, damping device includes hydraulic cylinder, hydraulic cylinder's one end is provided with the connecting block, the side surface of connecting block is provided with the automatic telescopic link of second, the one end of the automatic telescopic link of second is provided with the shock absorber, one side of shock absorber is provided with damping spring, the one end of shock absorber is provided with the damping disk.
Preferably, the driving device comprises a driving groove, a first motor is arranged inside the driving groove, the output end of the first motor is connected with a screw, the surface of the screw is in threaded connection with a moving block, the surface of the moving block is provided with a connecting plate, and the surface of the connecting plate is fixedly connected with the heightening wall.
Preferably, the supporting device comprises a second motor, the output end of the second motor is connected with a rotating shaft, a first automatic telescopic rod is arranged on the surface of the rotating shaft, a supporting block is arranged at one end of the first automatic telescopic rod, a clamping groove is formed in the side surface of the flood bank, and the supporting block is attached to the clamping groove.
Compared with the prior art, the beneficial effects of the utility model are that: when increasing the wall and rising, in order to reduce the vibration that produces when rivers strike and increase the wall, can rise the connecting block through hydraulic cylinder and increase wall one side, then support the shock attenuation dish through the automatic telescopic link of second on increasing the wall, rethread damping spring carries out the shock attenuation, and restrict damping spring's resilience through the shock absorber, fine having avoided increasing the wall and damaging because of the vibration, the security has been increased, the flood bank has been made things convenient for and has increased fast, alleviate the vibration that the flood bank received, avoid the flood bank to burst, the problem of the vibration damage that the flood bank did not bear the impact of rivers and produce has been solved.
Drawings
Fig. 1 is a first three-dimensional structure diagram of the present invention;
FIG. 2 is a second perspective structural view of the present invention;
fig. 3 is a three-dimensional cross-sectional view of the flood control dam of the present invention.
In the figure: 1, a flood bank; 2 a water level sensor; 3, graduation is carried out; 4, a water level rod; 5, heightening the wall; 6 a rotating shaft; 7, a damping disc; 8, a first automatic telescopic rod; 9 a damping spring; 10 shock absorber; 11 a support groove; 12, connecting blocks; 13 hydraulic oil cylinders; 14 a support block; 15 clamping grooves; 16 a second automatic telescopic rod; 17 connecting plates; 18 a drive slot; 19 a first motor; 20, a screw rod; 21 moving block; 22 lifting and lowering the trough.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
Specifically, water level measuring device includes water level pole 4, scale 3 has been seted up on water level pole 4's surface, the one end of scale 3 is provided with level sensor 2, in order to discover the rise of water level in time, avoid flood control levee-breaking, can utilize scale 3 on water level pole 4 to come the present water level of direct observation, it is more directly perceived, can also respond to through level sensor 2, level sensor 2 can convert measured point water level parameter into corresponding electric quantity signal in real time, level sensor 5 conveys the water level signal that feels to the controller, the computer in the controller compares measured water level signal with the settlement signal, obtain the deviation, then according to the nature of deviation with information transfer.
Concretely, damping device includes hydraulic cylinder 13, hydraulic cylinder 13's one end is provided with connecting block 12, the side surface of connecting block 12 is provided with the automatic telescopic link of second 16, the one end of the automatic telescopic link of second 16 is provided with shock absorber 10, one side of shock absorber 10 is provided with damping spring 9, the one end of shock absorber 10 is provided with damping disk 7, when increasing wall 5 and rise, in order to reduce the vibration that rivers strike and produce when increasing wall 5, can rise connecting block 12 to increase wall 5 one side through hydraulic cylinder 13, then support damping disk 7 on increasing wall 5 through the automatic telescopic link of second 16, rethread damping spring 9 dampens, and restrict damping spring 9's resilience through shock absorber 10, fine having avoided increasing wall 5 and damaged because of the vibration, the security has been increased.
Specifically, drive arrangement includes drive tank 18, the inside of drive tank 18 is provided with first motor 19, first motor 19's output is connected with screw rod 20, screw rod 20's surperficial threaded connection has movable block 21, the surface of movable block 21 is provided with connecting plate 17, the surface and the rising wall 5 fixed connection of connecting plate 17, when detecting that the water level reachs the warning line and need promptly increase flood bank 1, can drive screw rod 20 through first motor 19 and rotate and drive movable block 20 and slide in drive tank 18 is inside, and it rises along lift groove 22 to drive through connecting plate 17 on movable block 20 surface and increase wall 5, made things convenient for and increased flood bank 1 fast.
Concretely, strutting arrangement includes the second motor, the output of second motor is connected with rotation axis 6, the surface of rotation axis 6 is provided with first automatic telescopic link 8, the one end of first automatic telescopic link 8 is provided with supporting shoe 14, draw-in groove 15 has been seted up to the side surface of flood bank 1, supporting shoe 14 and the laminating of draw-in groove 15, after increasing wall 5 and rising to the assigned position, in order to guarantee to increase the stability of wall 5, strengthen its flood fighting ability, can drive first automatic telescopic link 8 through second motor drive rotation axis 6 and rotate suitable angle, then prolong supporting shoe 14 to draw-in groove 15 top through first automatic telescopic link 8, rethread second motor puts supporting shoe 14 into draw-in groove 15 in, the stability of wall 5 has been guaranteed to increase.
The utility model discloses a theory of operation and use flow: the utility model discloses install the back, at first detect current water level through water level measurement device, if rise to the warning line when the water level, then promote to increase wall 5 through drive arrangement and slide along lift groove 22 and come, then guarantee through strutting arrangement and increase the stability of wall 5, alleviate the impact vibration who increases wall 5 and receive through damping device at last, all consumer all supply power through external power source in this device.
Finally, it should be noted that: 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 modifications may be made to the embodiments described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (5)
1. A lifting type flood-control embankment structure comprises a flood-control embankment (1), and is characterized in that: the surface of flood bank (1) one side is provided with water level measuring device, the surface of flood bank (1) opposite side is provided with damping device, lift groove (22) have been seted up to the upper surface of flood bank (1), the inside sliding connection in lift groove (22) has and increases wall (5), the bottom that increases wall (5) is provided with the rubber pad, the both sides that increase wall (5) are provided with drive arrangement, it has seted up brace groove (11) to increase the side surface of wall (5), the inside of brace groove (11) is provided with strutting arrangement.
2. The elevating flood-protection dam structure according to claim 1, wherein: the water level measuring device comprises a water level rod (4), scales (3) are arranged on the surface of the water level rod (4), and a water level sensor (2) is arranged at one end of each scale (3).
3. The elevating flood-protection dam structure according to claim 1, wherein: the damping device comprises a hydraulic oil cylinder (13), a connecting block (12) is arranged at one end of the hydraulic oil cylinder (13), a second automatic telescopic rod (16) is arranged on the side surface of the connecting block (12), a shock absorber (10) is arranged at one end of the second automatic telescopic rod (16), a damping spring (9) is arranged on one side of the shock absorber (10), and a damping disc (7) is arranged at one end of the shock absorber (10).
4. The elevating flood-protection dam structure according to claim 1, wherein: the driving device comprises a driving groove (18), a first motor (19) is arranged inside the driving groove (18), the output end of the first motor (19) is connected with a screw rod (20), the surface of the screw rod (20) is in threaded connection with a moving block (21), a connecting plate (17) is arranged on the surface of the moving block (21), and the surface of the connecting plate (17) is fixedly connected with the heightening wall (5).
5. The elevating flood-protection dam structure according to claim 1, wherein: the supporting device comprises a second motor, the output end of the second motor is connected with a rotating shaft (6), a first automatic telescopic rod (8) is arranged on the surface of the rotating shaft (6), a supporting block (14) is arranged at one end of the first automatic telescopic rod (8), a clamping groove (15) is formed in the side surface of the flood bank (1), and the supporting block (14) is attached to the clamping groove (15).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202120305134.XU CN214328714U (en) | 2021-02-03 | 2021-02-03 | Lifting type flood-control embankment structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202120305134.XU CN214328714U (en) | 2021-02-03 | 2021-02-03 | Lifting type flood-control embankment structure |
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CN214328714U true CN214328714U (en) | 2021-10-01 |
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CN202120305134.XU Expired - Fee Related CN214328714U (en) | 2021-02-03 | 2021-02-03 | Lifting type flood-control embankment structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115198694A (en) * | 2022-07-22 | 2022-10-18 | 江苏省洪泽湖堤防管理所 | Be applicable to water conservancy water and electricity dyke heightening structure |
CN117947737A (en) * | 2024-03-27 | 2024-04-30 | 广东水科院勘测设计院 | Quick-to-build flood control dike for hydraulic engineering |
-
2021
- 2021-02-03 CN CN202120305134.XU patent/CN214328714U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115198694A (en) * | 2022-07-22 | 2022-10-18 | 江苏省洪泽湖堤防管理所 | Be applicable to water conservancy water and electricity dyke heightening structure |
CN115198694B (en) * | 2022-07-22 | 2024-01-30 | 江苏省洪泽湖堤防管理所 | Be applicable to water conservancy and hydropower dyke and increase structure |
CN117947737A (en) * | 2024-03-27 | 2024-04-30 | 广东水科院勘测设计院 | Quick-to-build flood control dike for hydraulic engineering |
CN117947737B (en) * | 2024-03-27 | 2024-05-31 | 广东水科院勘测设计院 | Quick-to-build flood control dike for hydraulic engineering |
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CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211001 |
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CF01 | Termination of patent right due to non-payment of annual fee |