CN215977149U - Self-propelled flood control dykes and dams steel gate - Google Patents
Self-propelled flood control dykes and dams steel gate Download PDFInfo
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- CN215977149U CN215977149U CN202122459500.XU CN202122459500U CN215977149U CN 215977149 U CN215977149 U CN 215977149U CN 202122459500 U CN202122459500 U CN 202122459500U CN 215977149 U CN215977149 U CN 215977149U
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Abstract
The utility model belongs to the technical field of steel gates, and particularly relates to a self-propelled flood control dam steel gate which comprises a lifting structure, wherein a frame structure is arranged on the lifting structure; the frame structure comprises a square plate arranged on the lifting structure, and the inner walls of two ends of the square plate are provided with adjusting structures; the lifting structure comprises a self-propelled frame, sliding grooves are formed in the inner walls of two ends of the self-propelled frame, a first box body is fixedly installed on the inner walls of two ends of the bottom of the self-propelled frame, a first servo motor is fixedly installed on the inner wall of the first box body, and a screw rod is fixedly installed on an output shaft of the first servo motor; the screw rod is positioned on the inner side of the sliding groove, the top of the screw rod is rotatably connected to the top of the self-propelled frame through the bearing, and the screw rod is in threaded connection with the nut.
Description
Technical Field
The utility model relates to the technical field of steel gates, in particular to a self-propelled flood control dam steel gate.
Background
The steel gate is usually a movable structure for opening and closing a water passing opening in a local hydraulic building, and can achieve the effects of regulating flow, controlling water level and transporting ships.
The traditional Chinese patent CN212533992U discloses a self-propelled flood control dam steel gate, the self-propelled flood control dam steel gate of the utility model can drive a horizontal open driving wheel to rotate through a horizontal open motor, the horizontal open driving wheel drives a plurality of horizontal open chains, a plurality of horizontal open big gears and a plurality of horizontal open pinions to drive a plurality of horizontal open plates to rotate, the inclination angles of the plurality of horizontal open plates are adjusted, the regulation and control of horizontal layered flow and the regulation and control of flow speed of the water flow of the flood control dam are realized, a longitudinal open driving gear can be driven by a longitudinal open motor to drive a plurality of longitudinal open plates to rotate through a plurality of longitudinal open chains, a plurality of longitudinal open big gears and a plurality of longitudinal open pinions, the inclination angles of the plurality of longitudinal open plates are adjusted, the regulation of the longitudinal flow split flow and the flow speed of the water flow can be realized, two lifting screw threads can be driven by two lifting motors to drive a bottom plate to lift, the opening and closing of the self-propelled flood control dam steel gate, however, the water flow direction of the patent can only be longitudinal or transverse, and in some cases, the use effect of the device can be influenced, for example, if an obstacle exists in the longitudinal or transverse direction of the water flow, the water flow can directly impact the obstacle, so that the water flow speed can be influenced, and if the obstacle is useful, the obstacle can be easily washed away or damaged, and therefore, a self-propelled flood control dam steel gate is proposed.
SUMMERY OF THE UTILITY MODEL
The present invention has been made in view of the above and/or other problems occurring in the prior art with a self-propelled flood barrier steel gate.
It is therefore an object of the present invention to provide a self-propelled flood barrier steel gate which solves the above-mentioned problems of the prior art.
To solve the above technical problem, according to an aspect of the present invention, the present invention provides the following technical solutions:
a self-propelled flood control dam steel gate comprises a lifting structure, wherein a frame structure is arranged on the lifting structure;
the frame construction is including installing the square plate on elevation structure, the both ends inner wall of square plate all is equipped with adjusts the structure.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the lifting structure comprises a self-propelled frame, sliding grooves are formed in the inner walls of the two ends of the self-propelled frame, a first box body is fixedly mounted on the inner walls of the two ends of the bottom of the self-propelled frame, a first servo motor is fixedly mounted on the inner wall of the first box body, and a screw is fixedly mounted on an output shaft of the first servo motor.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the screw rod is located the inboard of spout, the top of screw rod is passed through the bearing and is rotated the connection on the top of proper motion frame, threaded connection nut on the screw rod, nut fixed mounting is on the both ends inner wall of lifter plate.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the square plate is fixedly installed on the top of the lifting plate, and two ends of the square plate are connected to the inner wall of the sliding groove in a sliding mode.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the adjusting structure comprises a hollow circular plate, a flow velocity adjusting structure and a flow direction adjusting structure, the inner walls of two ends of the square plate are connected with the hollow circular plate through bearings in a rotating mode, the inner walls of two ends of the hollow circular plate are fixedly provided with connecting plates, and one end of each connecting plate is fixedly provided with the circular plate.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the flow rate adjusting structure comprises a second box body, the second box body is fixedly installed on the inner walls of the two ends of the top of the hollow circular plate, a second servo motor is fixedly installed on the inner wall of the second box body, a first rotating shaft is fixedly installed on an output shaft of the second servo motor, the bottom of the first rotating shaft is connected to the inner wall of the bottom end of the hollow circular plate in a rotating mode through a bearing, a baffle is fixedly installed on the first rotating shaft, and the baffle is in contact with the hollow circular plate, the circular plate and the connecting plate.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: the flow direction adjusting structure comprises a third box body, a third servo motor is fixedly installed on the inner wall of the third box body, a second rotating shaft is fixedly installed on an output shaft of the third servo motor, and the second rotating shaft is fixedly installed on a circular plate.
As a preferable aspect of the self-propelled flood protection dam steel gate of the present invention, wherein: and L-shaped rods are fixedly arranged at two ends of the third box body and fixedly arranged on the square plate.
Compared with the prior art:
the flow direction of the water flow can be adjusted at will through the adjusting structure, the using range of the equipment is enlarged, and the using effect of the equipment is improved.
Drawings
FIG. 1 is a schematic front view of the structure of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1 according to the present invention;
FIG. 3 is an enlarged view of the structure at B in FIG. 1 according to the present invention;
FIG. 4 is a schematic top view of the structure of the present invention;
FIG. 5 is a schematic front view of an adjustment mechanism according to the present invention;
FIG. 6 is a partial schematic view of an adjustment mechanism according to the present invention;
FIG. 7 is a schematic top view of an adjustment mechanism according to the present invention.
In the figure: the lifting structure 2, the self-propelled frame 21, the sliding groove 211, the screw 22, the lifting plate 23, the nut 24, the first box 25, the first servo motor 26, the frame structure 3, the square plate 31, the adjusting structure 4, the hollow circular plate 41, the circular plate 42, the connecting plate 43, the flow rate adjusting structure 44, the second box 441, the second servo motor 442, the first rotating shaft 443, the baffle 444, the flow direction adjusting structure 45, the third box 451, the third servo motor 452, the L-shaped rod 453 and the second rotating shaft 454.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, embodiments of the present invention will be described in detail with reference to the accompanying drawings.
The utility model provides a self-propelled flood control dam steel gate, please refer to fig. 1-7, which comprises a lifting structure 2, wherein a frame structure 3 is arranged on the lifting structure 2;
Further, elevation structure 2 is including frame 21 by oneself, spout 211 has all been seted up to the both ends inner wall of frame 21 by oneself, the first box 25 of the equal fixed mounting of the bottom both ends inner wall of frame 21 by oneself, first box 25 inner wall fixed mounting servo motor 26, the output shaft fixed mounting screw rod 22 of first servo motor 26.
Further, the screw 22 is located inside the sliding groove 211, the top of the screw 22 is rotatably connected to the top of the bicycle frame 21 through a bearing, the screw 22 is in threaded connection with a nut 24, and the nut 24 is fixedly installed on the inner walls of the two ends of the lifting plate 23.
Further, the square plate 31 is fixedly installed on the top of the lifting plate 23, two ends of the square plate 31 are slidably connected to the inner wall of the sliding groove 211, and specifically, a sealing layer is arranged between the square plate 31 and the sliding groove 211.
Further, the adjusting structure 4 comprises a hollow circular plate 41, a flow rate adjusting structure 44 and a flow direction adjusting structure 45, inner walls of two ends of the square plate 31 are rotatably connected with the hollow circular plate 41 through bearings, inner walls of two ends of the hollow circular plate 41 are fixedly provided with a connecting plate 43, and one end of the connecting plate 43 is fixedly provided with a circular plate 42.
Further, the flow rate adjusting structure 44 includes a second casing 441, the second casing 441 is fixedly installed on inner walls of both ends of the top of the hollow circular plate 41, the second servo motor 442 is fixedly installed on an inner wall of the second casing 441, the first rotating shaft 443 is fixedly installed on an output shaft of the second servo motor 442, a bottom of the first rotating shaft 443 is rotatably connected to an inner wall of the bottom end of the hollow circular plate 41 through a bearing, a baffle 444 is fixedly installed on the first rotating shaft 443, the baffle 444 contacts with the hollow circular plate 41, the circular plate 42 and the connecting plate 43, and in particular, sealing layers are disposed between the baffle 444 and the hollow circular plate 41, the circular plate 42 and the connecting plate 43.
Further, the flow direction adjusting structure 45 includes a third box 451, a third servo motor 452 is fixedly mounted on an inner wall of the third box 451, an output shaft of the third servo motor 452 is fixedly mounted on a second rotating shaft 454, and the second rotating shaft 454 is fixedly mounted on the circular plate 42.
Further, an L-shaped bar 453 is fixedly installed at both ends of the third case 451, and the L-shaped bar 453 is fixedly installed on the square plate 31.
When the self-propelled flood control dam steel gate is used specifically, the two groups of first servo motors 26 are started simultaneously, so that the screw rods 22 rotate, the square plates 31 on the lifting plates 23 are lifted in the sliding grooves 211 through the nuts 24, the self-propelled flood control dam steel gate is opened and closed, when a small amount of flood is to be discharged, the first rotating shafts 443 can be rotated through the second servo motors 442, the rotating first rotating shafts 443 can drive the baffle 444 to rotate, so that gaps exist among the baffle 444, the hollow circular plates 41, the circular plates 42 and the connecting plates 43, wherein the size of the gaps is related to the rotating angle of the baffle 444, and the size of the gaps can influence the size of water flow and the impact force of the water flow;
in some cases, the third servo motor 452 may rotate the second rotating shaft 454 to rotate the hollow circular plate 41, so as to adjust the flow direction of the water flow.
While the utility model has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the utility model. In particular, the various features of the disclosed embodiments of the utility model may be used in any combination, provided that no structural conflict exists, and the combinations are not exhaustively described in this specification merely for the sake of brevity and resource conservation. Therefore, it is intended that the utility model not be limited to the particular embodiments disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.
Claims (8)
1. The utility model provides a self-propelled flood control dykes and dams steel gate, includes elevation structure (2), its characterized in that: a frame structure (3) is arranged on the lifting structure (2);
frame construction (3) are including installing square plate (31) on elevation structure (2), the both ends inner wall of square plate (31) all is equipped with adjusts structure (4).
2. A self-propelled flood protection dam steel gate according to claim 1, wherein the lifting structure (2) comprises a self-propelled frame (21), sliding grooves (211) are formed on the inner walls of the two ends of the self-propelled frame (21), a first box body (25) is fixedly installed on the inner walls of the two ends of the bottom of the self-propelled frame (21), a first servo motor (26) is fixedly installed on the inner wall of the first box body (25), and a screw (22) is fixedly installed on the output shaft of the first servo motor (26).
3. A self-propelled floodgate dam steel gate according to claim 2, wherein said screw rod (22) is located inside the sliding groove (211), the top of said screw rod (22) is rotatably connected to the top of the self-propelled frame (21) through a bearing, said screw rod (22) is threadedly connected with a nut (24), and said nut (24) is fixedly installed on the inner wall of both ends of the lifting plate (23).
4. A self-propelled dyke and dam steel gate as claimed in claim 1, wherein said square plate (31) is fixedly installed on top of the elevating plate (23) and both ends of the square plate (31) are slidably connected to the inner wall of the sliding groove (211).
5. The self-propelled flood control dam steel gate according to claim 1, wherein the adjusting structure (4) comprises a hollow circular plate (41), a flow rate adjusting structure (44) and a flow direction adjusting structure (45), the inner walls of both ends of the square plate (31) are rotatably connected with the hollow circular plate (41) through bearings, the inner walls of both ends of the hollow circular plate (41) are fixedly provided with connecting plates (43), and one end of each connecting plate (43) is fixedly provided with the circular plate (42).
6. The self-propelled floodgate dam steel gate according to claim 5, wherein the flow rate adjusting structure (44) comprises a second casing (441), the second casing (441) is fixedly installed on the inner walls of both ends of the top of the hollow circular plate (41), the second servomotor (442) is fixedly installed on the inner wall of the second casing (441), the output shaft of the second servomotor (442) is fixedly installed with a first rotating shaft (443), the bottom of the first rotating shaft (443) is rotatably connected to the inner wall of the bottom end of the hollow circular plate (41) through a bearing, a baffle (444) is fixedly installed on the first rotating shaft (443), and the baffle (444) is in contact with the hollow circular plate (41), the circular plate (42) and the connecting plate (43).
7. A self-propelled flood control dam steel gate according to claim 5, wherein said flow direction adjusting structure (45) comprises a third box body (451), a third servo motor (452) is fixedly installed on the inner wall of said third box body (451), the output shaft of said third servo motor (452) is fixedly installed with a second rotating shaft (454), and said second rotating shaft (454) is fixedly installed on the circular plate (42).
8. A self-propelled floodgate steel gate according to claim 7, wherein the third tank (451) is fixedly installed with L-shaped bars (453) at both ends, and the L-shaped bars (453) are fixedly installed on the square plate (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122459500.XU CN215977149U (en) | 2021-10-13 | 2021-10-13 | Self-propelled flood control dykes and dams steel gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122459500.XU CN215977149U (en) | 2021-10-13 | 2021-10-13 | Self-propelled flood control dykes and dams steel gate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215977149U true CN215977149U (en) | 2022-03-08 |
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ID=80569189
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122459500.XU Active CN215977149U (en) | 2021-10-13 | 2021-10-13 | Self-propelled flood control dykes and dams steel gate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215977149U (en) |
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2021
- 2021-10-13 CN CN202122459500.XU patent/CN215977149U/en active Active
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