CN216238411U - Hydraulic pressure flap gate buttress structure - Google Patents
Hydraulic pressure flap gate buttress structure Download PDFInfo
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- CN216238411U CN216238411U CN202122947953.7U CN202122947953U CN216238411U CN 216238411 U CN216238411 U CN 216238411U CN 202122947953 U CN202122947953 U CN 202122947953U CN 216238411 U CN216238411 U CN 216238411U
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- flap gate
- movable shaft
- hydraulic pressure
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Abstract
The utility model belongs to the technical field of flap gates, and particularly relates to a hydraulic flap gate buttress structure which comprises a concrete stone pier and a flap gate main body, wherein a first U-shaped plate is fixedly installed at the top of the concrete stone pier, a second movable shaft is arranged inside the first U-shaped plate, a first electric hydraulic push rod is arranged on one side of the second movable shaft, and an installation block is fixedly installed on one side of the flap gate main body. When opening the flap gate, start first electronic hydraulic pressure push rod and the electronic hydraulic pressure push rod of second respectively and stretch out and draw back, utilize hydraulic pressure push rod's flexible, drive the flap gate main part to slope to the rear to reach the purpose of opening the flap gate, owing to connect through connecting steel sheet, first loose axle and third loose axle between flap gate main part and the concrete stone mound, so can guarantee the stability of flap gate main part at the removal in-process, prevent because the impact of rivers, cause the problem that the flap gate main part rocked.
Description
Technical Field
The utility model belongs to the technical field of flap gates, and particularly relates to a hydraulic flap gate buttress structure.
Background
The flap gate can realize automatic control water level, mainly used intercepts or excretes rivers at reservoir, river, cistern etc. and uses the most extensive flap gate promptly as water conservancy automatic control flap gate, and its theory of operation is lever balance and rotation, and particularly, water conservancy automatic control flap gate utilizes water conservancy and gate weight to control the balance each other, reaches the purpose of regulation and control water level through addding the damping feedback system: when the upstream water level rises, the gate gradually opens around a transverse shaft to discharge; on the contrary, the water level of the upstream decreases, and the gate gradually closes to store water, so that the water level of the upstream is always kept in the range of the design requirement.
When rivers in the river course are too much, need open flap gate and drain, because the impact of rivers, cause flap gate to rock easily at the in-process of opening flap gate, long this past, cause flap gate closed not tight problem easily.
SUMMERY OF THE UTILITY MODEL
To solve the problems set forth in the background art described above. The utility model provides a hydraulic flap gate buttress structure, which solves the problem that flap gates are rocked due to impact of water flow.
In order to achieve the purpose, the utility model provides the following technical scheme: a hydraulic flap gate buttress structure comprises a concrete stone pier and a flap gate main body, wherein a first U-shaped plate is fixedly mounted at the top of the concrete stone pier, a second movable shaft is arranged inside the first U-shaped plate, a first electric hydraulic push rod is arranged on one side of the second movable shaft, a mounting block is fixedly mounted on one side of the flap gate main body, a third U-shaped plate is fixedly mounted on one side of the mounting block, a fourth movable shaft is arranged inside the third U-shaped plate, one end of the first electric hydraulic push rod is movably connected with the fourth movable shaft, a first movable shaft is arranged on the surface of the concrete stone pier, a connecting steel plate is arranged on one side of the first movable shaft, a third movable shaft is arranged on the surface of the mounting block, one end of the connecting steel plate is movably connected with the third movable shaft, a fourth U-shaped plate is fixedly mounted on one side of the concrete stone pier, the inside of fourth U template is provided with the fifth loose axle, one side of fifth loose axle is provided with the electronic hydraulic rod of second, one side fixed mounting of installation piece has the U template of second, and the one end and the U template swing joint of second electronic hydraulic rod.
Preferably, concrete stone pillar and installation piece all are provided with three groups, and the concrete stone pillar is solid construction, and the concrete stone pillar is type of calligraphy.
Preferably, the first electric hydraulic push rod, the first U-shaped plate, the second movable shaft, the fourth movable shaft and the third U-shaped plate are all provided with three groups.
Preferably, the first movable shaft and the third movable shaft are provided with three groups, and the connecting steel plate is provided with six groups.
Preferably, the second electric hydraulic push rod, the second U-shaped plate, the fourth U-shaped plate and the fifth movable shaft are all provided with three groups.
Preferably, a strip-shaped steel plate is fixedly installed on one side of the flap gate main body and comprises a transverse installation mode and a vertical installation mode.
Preferably, the thickness of the flap gate main body is 10cm, the flap gate main body is rectangular, and the flap gate main body is made of steel materials.
Compared with the prior art, the utility model has the beneficial effects that:
when opening the flap gate, start first electronic hydraulic pressure push rod and the electronic hydraulic pressure push rod of second respectively and stretch out and draw back, utilize hydraulic pressure push rod's flexible, drive the flap gate main part to slope to the rear to reach the purpose of opening the flap gate, owing to connect through connecting steel sheet, first loose axle and third loose axle between flap gate main part and the concrete stone mound, so can guarantee the stability of flap gate main part at the removal in-process, prevent because the impact of rivers, cause the problem that the flap gate main part rocked.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model and not to limit the utility model. In the drawings:
FIG. 1 is a first perspective view of the present invention;
FIG. 2 is a second perspective view of the present invention;
FIG. 3 is an enlarged schematic view of the present invention A;
FIG. 4 is an enlarged schematic view of invention B;
FIG. 5 is an enlarged schematic view of invention C.
In the figure: 1, concrete stone pier; 2, connecting steel plates; 3 a flap gate main body; 4 a first electro-hydraulic push rod; 5, mounting a block; 6 a first movable shaft; 7 a first U-shaped plate; 8 a second movable shaft; 9 a second electro-hydraulic push rod; 10 a third movable shaft; 11 a second U-shaped plate; 12 a fourth movable shaft; 13 a third U-shaped plate; 14 strip-shaped steel plates; 15 a fourth U-shaped plate; 16 fifth movable shaft.
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.
Referring to fig. 1-5, the present invention provides the following technical solutions: a hydraulic flap gate buttress structure comprises a concrete stone pier 1 and a flap gate main body 3, wherein a first U-shaped plate 7 is fixedly installed at the top of the concrete stone pier 1, a second movable shaft 8 is arranged inside the first U-shaped plate 7, a first electric hydraulic push rod 4 is arranged on one side of the second movable shaft 8, an installation block 5 is fixedly installed on one side of the flap gate main body 3, a third U-shaped plate 13 is fixedly installed on one side of the installation block 5, a fourth movable shaft 12 is arranged inside the third U-shaped plate 13, one end of the first electric hydraulic push rod 4 is movably connected with the fourth movable shaft 12, a first movable shaft 6 is arranged on the surface of the concrete stone pier 1, a connecting steel plate 2 is arranged on one side of the first movable shaft 6, a third movable shaft 10 is arranged on the surface of the installation block 5, one end of the connecting steel plate 2 is movably connected with the third movable shaft 10, a fourth U-shaped plate 15 is fixedly installed on one side of the concrete stone pier 1, a fifth movable shaft 16 is arranged inside the fourth U-shaped plate 15, a second electric hydraulic push rod 9 is arranged on one side of the fifth movable shaft 16, a second U-shaped plate 11 is fixedly arranged on one side of the mounting block 5, and one end of the second electric hydraulic push rod 9 is movably connected with the second U-shaped plate 11.
When the flap gate is opened, the first electric hydraulic push rod 4 and the second electric hydraulic push rod 9 are respectively started to stretch, wherein the first electric hydraulic push rod 4 contracts, the second electric hydraulic push rod 9 extends to drive the flap gate main body 3 to incline backwards, so that the aim of opening the flap gate is fulfilled, the flap gate main body 3 is connected with the concrete stone pier 1 through the connecting steel plate 2, the first movable shaft 6 and the third movable shaft 10, so that the stability of the flap gate main body 3 in the moving process can be ensured, the problem that the flap gate main body 3 shakes due to the impact of water flow is prevented, the concrete stone pier 1 is of a solid structure and is in a convex shape, so the concrete stone pier 1 has the effect of facilitating the installation of various devices, and three groups of first electric hydraulic push rods 4 are arranged, The first U-shaped plate 7, the second movable shaft 8, the fourth movable shaft 12 and the third U-shaped plate 13 can ensure enough power to open the flap gate main body 3, wherein the first electric hydraulic push rod 4 plays the most important role of pulling, and relative to the first electric hydraulic push rod 4, the second electric hydraulic push rod 9 has the role of extending to push the bottom of the flap gate main body 3 to move upwards in the operation process of the device, and as three groups of the second electric hydraulic push rods 9, the second U-shaped plate 11, the fourth U-shaped plate 15 and the fifth movable shaft 16 are arranged, enough driving force can be provided for the bottom of the flap gate main body 3, and for the arrangement of the strip-shaped steel plate 14, and as the strip-shaped steel plate 14 comprises a transverse installation mode and a vertical installation mode, the flap gate main body 3 has good impact resistance, and the thickness of the flap gate main body 3 is 10cm, and flap gate main part 3 adopts steel materials to make, the protecting against shock ability of increase flap gate main part 3 that can be further, and all consumer all supply power through external power supply in this device.
In an aspect of this embodiment, because concrete stone pillar 1 is solid construction, and concrete stone pillar 1 is type of calligraphy, so concrete stone pillar 1 has the effect that various equipment of being convenient for were installed, and can give the sufficient holding power of first electronic hydraulic push rod 4 and second hydraulic push rod 9, and to being provided with three groups of concrete stone pillars 1, installation piece 5, first electronic hydraulic push rod 4, first U template 7, second loose axle 8, fourth loose axle 12 and third U template 13, can guarantee to have sufficient power to open and turn over board gate main part 3, wherein first electronic hydraulic push rod 4 has played the most important pulling effect.
In one aspect of the present embodiment, the second electro-hydraulic ram 9 is used to extend to push the bottom of the flap gate main body 3 to move upwards in the operation process of the device, and because three sets of the second electro-hydraulic ram 9, the second U-shaped plate 11, the fourth U-shaped plate 15 and the fifth movable shaft 16 are provided, sufficient pushing force can be provided for the bottom of the flap gate main body 3, and the functionality and the practicability of the device are increased.
In an aspect of this embodiment, and to the setting of bar steel sheet 14, and because bar steel sheet 14 includes horizontal and vertical two kinds of mounting means, so flap gate main part 3 has fine protecting against shock ability, no matter how big the impact force of rivers is, flap gate main part 3 can all bear, and is 10cm by the thickness of flap gate main part 3, and flap gate main part 3 adopts steel material to make, the protecting against shock ability of flap gate main part 3 of increase that can be further.
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 changes may be made in the embodiments and/or equivalents thereof without departing from the spirit and scope of the utility model. 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 (7)
1. The utility model provides a hydraulic pressure flap gate buttress structure, includes concrete stone mound (1) and flap gate main part (3), its characterized in that: the concrete stone pier is characterized in that a first U-shaped plate (7) is fixedly mounted at the top of the concrete stone pier (1), a second movable shaft (8) is arranged inside the first U-shaped plate (7), a first electric hydraulic push rod (4) is arranged on one side of the second movable shaft (8), a mounting block (5) is fixedly mounted on one side of the flap gate main body (3), a third U-shaped plate (13) is fixedly mounted on one side of the mounting block (5), a fourth movable shaft (12) is arranged inside the third U-shaped plate (13), one end of the first electric hydraulic push rod (4) is movably connected with the fourth movable shaft (12), a first movable shaft (6) is arranged on the surface of the concrete stone pier (1), a connecting steel plate (2) is arranged on one side of the first movable shaft (6), a third movable shaft (10) is arranged on the surface of the mounting block (5), and one end of the connecting steel plate (2) is movably connected with the third movable shaft (10), one side fixed mounting of concrete stone pillar (1) has fourth U template (15), the inside of fourth U template (15) is provided with fifth loose axle (16), one side of fifth loose axle (16) is provided with electronic hydraulic rod of second (9), one side fixed mounting of installation piece (5) has second U template (11), and the one end and the second U template (11) swing joint of the electronic hydraulic rod of second (9).
2. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: concrete stone pillar (1) and installation piece (5) all are provided with three groups, and concrete stone pillar (1) is solid construction, and concrete stone pillar (1) is type of calligraphy.
3. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: the first electric hydraulic push rod (4), the first U-shaped plate (7), the second movable shaft (8), the fourth movable shaft (12) and the third U-shaped plate (13) are all provided with three groups.
4. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: the first movable shaft (6) and the third movable shaft (10) are provided with three groups, and the connecting steel plates (2) are provided with six groups.
5. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: and three groups of second electric hydraulic push rods (9), second U-shaped plates (11), fourth U-shaped plates (15) and fifth movable shafts (16) are arranged.
6. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: one side fixed mounting of flap gate main part (3) has bar steel sheet (14), and bar steel sheet (14) are including horizontal and vertical two kinds of mounting means.
7. The hydraulic pressure flap gate buttress structure of claim 1, characterized in that: the thickness of the flap gate main body (3) is 10cm, the flap gate main body (3) is rectangular, and the flap gate main body (3) is made of steel materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122947953.7U CN216238411U (en) | 2021-11-29 | 2021-11-29 | Hydraulic pressure flap gate buttress structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122947953.7U CN216238411U (en) | 2021-11-29 | 2021-11-29 | Hydraulic pressure flap gate buttress structure |
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| Publication Number | Publication Date |
|---|---|
| CN216238411U true CN216238411U (en) | 2022-04-08 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122947953.7U Active CN216238411U (en) | 2021-11-29 | 2021-11-29 | Hydraulic pressure flap gate buttress structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354620A (en) * | 2022-08-31 | 2022-11-18 | 重庆交通大学 | Blocking prevention method for debris flow |
-
2021
- 2021-11-29 CN CN202122947953.7U patent/CN216238411U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115354620A (en) * | 2022-08-31 | 2022-11-18 | 重庆交通大学 | Blocking prevention method for debris flow |
| CN115354620B (en) * | 2022-08-31 | 2024-04-19 | 重庆交通大学 | Debris flow blocking prevention and control method |
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