Multi-stage telescopic steel dam

Through the design of a multi-stage telescopic steel dam, the motor drives the screw rod and the cylinder spring buffer system, the problems of steel dam adjustment difficulties and damage to the dam door are solved, and flexible adjustment and buffer protection are achieved.

CN223074687UActive Publication Date: 2025-07-08DONGKE INTELLIGENT MFG (GUANGDE) CO LTD
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Patent Information

Application Number
CN202421845797.0
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-01
Publication Date
2025-07-08
Estimated Expiration
2034-08-01

AI Technical Summary

Technical Problem

The existing steel dam cannot be adjusted in water conservancy construction, its practicality is reduced, and the dam door cannot be buffered when it descends, which may cause damage.

Method used

A multi-stage telescopic steel dam is designed to drive the screw lifting dam body through a motor, combining the air pressure cylinder and spring buffering system to realize the multi-stage lifting and buffering functions of the dam door.

Benefits of technology

It improves the practicality of the use of steel dams, reduces damage to the dam door during the descent, and enhances the flexibility and safety of operation.

✦ Generated by Eureka AI based on patent content.

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    Figure CN223074687U_ABST
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Abstract

The utility model discloses a multistage telescopic steel dam which comprises a dam body, clamping plates are fixedly installed on the two sides of the top of the dam body, a steel dam body is rotatably installed between the clamping plates, a limiting plate is fixedly installed in the steel dam body, and an installation plate is fixedly installed at one end in the steel dam body. A screw rod is rotatably mounted between the mounting plate and the limiting plate, the surface of the screw rod is sleeved with a lifting dam in a threaded mode, a motor is fixedly mounted at the bottom of the mounting plate, the output end of the motor penetrates through the mounting plate and is fixedly connected with the bottom of the screw rod, and a fixing plate is fixedly mounted in the lifting dam; and a top dam is movably mounted in the lifting dam. According to the multi-stage telescopic steel dam, an operator starts a motor, the motor runs to enable a lead screw to rotate, then the lead screw drives a lifting dam to ascend and descend in the steel dam, and the lifting dam drives a storage plate and a pneumatic cylinder to slide until the lifting dam reaches the bottom of a limiting plate.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel dams, in particular to a multi-stage telescopic steel dam. Background Technique

[0002] In the construction of water conservancy and hydropower, with the needs of urban water use, landscape construction, environmental improvement, irrigation and power generation, flap gates, sluice gates and rubber dams are widely used. However, the production of rubber dams is relatively complex, and the time for filling water (inflating) to raise the dam or discharging water (deflating) to collapse the dam during operation is relatively long, which affects rapid closure or flood discharge. Coupled with the disadvantage that rubber is prone to aging, quality accidents are likely to occur. Now, a large number of steel structure gates or flap gates appear on the market, but whether they are lifting type or horizontal type, it is difficult for a single hole to be applicable to a relatively wide river channel. The steel dam gate is a new type of adjustable and controllable overflow gate, which consists of a civil structure, a steel gate body with a fixed shaft, a hoisting device, etc. This kind of building is suitable for working conditions with a relatively wide gate opening (10 meters to 100 meters) and a relatively small water level difference (1 to 7 meters). Since it can be designed to be relatively wide, several pier gates can be omitted, so not only the structure is simple, but also a lot of civil engineering investment can be saved, and it can store water with the gate standing and discharge flood and waterlogging with the gate lying down. Therefore, a multi-stage telescopic steel dam is needed.

[0003] During water conservancy construction work, operators often use corresponding steel dams. However, in the actual use process, the steel dams cannot be adjusted, the practicability is reduced, and when the dam gates are lowered, they cannot be buffered, which may cause damage to the dam gates. Content of the Utility Model

[0004] The purpose of the utility model is to provide a multi-stage telescopic steel dam to solve the problems put forward in the above background technique that during water conservancy construction work, operators often use corresponding steel dams, but in the actual use process, the steel dams cannot be adjusted, the practicability is reduced, and when the dam gates are lowered, they cannot be buffered, which may cause damage to the dam gates.

[0005] To achieve the above purpose, the utility model provides the following technical solution: A multi-stage telescopic steel dam, including a dam body, both sides of the top of the dam body are fixedly installed with clamping plates, a steel dam is rotatably installed between the clamping plates, a limiting plate is fixedly installed inside the steel dam, a mounting plate is fixedly installed at one end inside the steel dam, a lead screw is rotatably installed between the mounting plate and the limiting plate, a lifting dam is threadedly sleeved on the surface of the lead screw, a motor is fixedly installed at the bottom of the mounting plate, the output end of the motor penetrates through the mounting plate and is fixedly connected to the bottom of the lead screw, a fixing plate is fixedly installed inside the lifting dam, a top dam is movably installed inside the lifting dam, a storage plate is fixedly installed inside the lifting dam below the fixing plate, a pneumatic cylinder is fixedly installed on the top of the storage plate, and the output end of the pneumatic cylinder is fixedly connected to the bottom of the top dam.

[0006] Preferably, a square groove is formed at the top of the dam body, and a storage box is fixedly installed inside the square groove.

[0007] Preferably, springs are fixedly installed at equal intervals at the bottom end inside the storage box, and a pressing plate is fixedly installed at the top of the springs.

[0008] Preferably, a fixing ring located inside the storage box is fixedly installed at the bottom of the pressing plate, and the outer surface of the fixing ring is movably connected to the inner surface of the storage box.

[0009] Preferably, sliding grooves are formed on both sides of the storage box, round rods are movably installed inside the sliding grooves, and one side of the round rods is fixedly connected to one side of the fixing ring.

[0010] Preferably, fixing piers are fixedly installed at the top of the dam body, mounting blocks are rotatably installed between the fixing piers, a connecting pier is fixedly installed at one end of the steel dam, movable blocks are rotatably installed between the connecting piers, and an electric hydraulic rod is fixedly installed between the movable blocks and the mounting blocks.

[0011] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0012] During the daily use of the multi-stage telescopic steel dam, the operator starts the motor. The operation of the motor causes the lead screw to rotate. Subsequently, the lead screw drives the lifting dam to move up and down inside the steel dam. Then, the lifting dam drives the storage plate and the air cylinder to slide until the lifting dam reaches the bottom of the limit plate. At this time, the storage plate is started. The operation of the storage plate causes the top dam to slide inside the lifting dam until the top dam reaches the bottom of the fixing plate, thus completing multi-stage lifting and increasing its practicability.

[0013] During the daily use of the multi-stage telescopic steel dam, when the electric hydraulic rod drives the steel dam to slide downward between the clamping plates, the steel dam will then contact the top of the pressing plate. Subsequently, the pressing plate drives the fixing ring to slide. At this time, the pressing plate squeezes and compresses the spring, and at the same time, the fixing ring drives the round rod to slide inside the sliding groove, thereby buffering the downward impact force and reducing the damage caused to the steel dam. Description of the Drawings

[0014] Figure 1 is the front view of the present utility model;

[0015] Figure 2 is the side sectional view of the present utility model;

[0016] Figure 3 is the front sectional view of the present utility model;

[0017] Figure 4 is of the present utility model Figure 3Partial enlarged view at location A in the figure.

[0018] In the figure: 1, dam body; 2, clamping plate; 3, steel dam; 4, limiting plate; 5, mounting plate; 6, lead screw; 7, lifting dam; 8, motor; 9, fixing plate; 10, top dam; 11, placing plate; 12, pneumatic cylinder; 13, square groove; 14, placing box; 15, spring; 16, pressing plate; 17, fixing ring; 18, sliding groove; 19, round rod; 20, fixing stack; 21, mounting block; 22, connecting stack; 23, movable block; 24, electro-hydraulic rod. Specific implementation mode

[0019] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

[0020] Please refer to Figures 1-4 , the present invention provides a technical solution: a multi-stage telescopic steel dam, including a dam body 1. Both sides of the top of the dam body 1 are fixedly installed with clamping plates 2. A steel dam 3 is rotatably installed between the clamping plates 2. The steel dam 3 can rotate between the clamping plates 2. A limiting plate 4 is fixedly installed inside the steel dam 3. The limiting plate 4 can limit the lifting dam 7. One end inside the steel dam 3 is fixedly installed with a mounting plate 5. A lead screw 6 is rotatably installed between the mounting plate 5 and the limiting plate 4. A lifting dam 7 is threadedly sleeved on the surface of the lead screw 6. When the lead screw 6 rotates, it will drive the lifting dam 7 to lift inside the steel dam 3. A motor 8 is fixedly installed at the bottom of the mounting plate 5. The output end of the motor 8 penetrates through the mounting plate 5 and is fixedly connected to the bottom of the lead screw 6. When the motor 8 operates, the lead screw 6 will rotate. A fixing plate 9 is fixedly installed inside the lifting dam 7. The fixing plate 9 can limit the top dam 10. A top dam 10 is movably installed inside the lifting dam 7. A placing plate 11 located below the fixing plate 9 is fixedly installed inside the lifting dam 7. A pneumatic cylinder 12 is fixedly installed on the top of the placing plate 11. And the output end of the pneumatic cylinder 12 is fixedly connected to the bottom of the top dam 10. When the pneumatic cylinder 12 operates, the top dam 10 will slide. A square groove 13 is opened at the top of the dam body 1. And a placing box 14 is fixedly installed inside the square groove 13. The square groove 13 can make the installation of the placing box 14 more firm.

[0021] At the inner bottom end of the storage box 14, springs 15 are fixedly installed at equal intervals, and a pressing plate 16 is fixedly installed at the top of the springs 15. When the pressing plate 16 slides, it will squeeze and compress the springs 15. A fixing ring 17 located inside the storage box 14 is fixedly installed at the bottom of the pressing plate 16, and the outer surface of the fixing ring 17 is movably connected to the inner surface of the storage box 14. When the pressing plate 16 slides, it will drive the fixing ring 17 to slide inside the storage box 14. Chutes 18 are provided on both sides of the storage box 14, round rods 19 are movably installed inside the chutes 18, and one side of the round rod 19 is fixedly connected to one side of the fixing ring 17. When the fixing ring 17 slides, it will drive the round rod 19 to slide inside the chute 18. A fixing pier 20 is fixedly installed at the top of the dam body 1, an installation block 21 is rotatably installed between the fixing piers 20, one end of the steel dam 3 is fixedly installed with a connecting pier 22, a movable block 23 is rotatably installed between the connecting piers 22, and an electric hydraulic rod 24 is fixedly installed between the movable block 23 and the installation block 21. The installation block 21 and the electric hydraulic rod 24, etc. can support and adjust the steel dam 3.

[0022] Working principle: First, the operator starts the motor 8. The operation of the motor 8 will cause the lead screw 6 to rotate. Subsequently, the lead screw 6 will drive the lifting dam 7 to lift and lower inside the steel dam 3. Then, the lifting dam 7 will drive the storage plate 11 and the air cylinder 12 to slide until the lifting dam 7 reaches the bottom of the limit plate 4. At this time, the storage plate 11 is started. The operation of the storage plate 11 will cause the top dam 10 to slide inside the lifting dam 7 until the top dam 10 reaches the bottom of the fixing plate 9, and multi-stage lifting can be completed. Secondly, when the electric hydraulic rod 24 drives the steel dam 3 to slide downward between the clamping plates 2, then the steel dam 3 will contact the top of the pressing plate 16. Subsequently, the pressing plate 16 will drive the fixing ring 17 to slide. At this time, the pressing plate 16 will squeeze and compress the springs 15. At the same time, the fixing ring 17 will drive the round rod 19 to slide inside the chute 18, and the downward impact force can be buffered.

[0023] Although the embodiments of the present invention have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principle and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A multi-stage telescopic steel dam, comprising a dam body (1), characterized in that: On both sides of the top of the dam body (1), clamping plates (2) are fixedly installed. A steel dam (3) is rotatably installed between the clamping plates (2). A limiting plate (4) is fixedly installed inside the steel dam (3). An installation plate (5) is fixedly installed at one end inside the steel dam (3). A lead screw (6) is rotatably installed between the installation plate (5) and the limiting plate (4). A lifting dam (7) is threadedly sleeved on the surface of the lead screw (6). A motor (8) is fixedly installed at the bottom of the installation plate (5). The output end of the motor (8) penetrates through the installation plate (5) and is fixedly connected to the bottom of the lead screw (6). A fixing plate (9) is fixedly installed inside the lifting dam (7). A top dam (10) is movably installed inside the lifting dam (7). A storage plate (11) is fixedly installed inside the lifting dam (7) and is located below the fixing plate (9). An air cylinder (12) is fixedly installed on the top of the storage plate (11), and the output end of the air cylinder (12) is fixedly connected to the bottom of the top dam (10).

2. The multi-stage telescopic steel dam according to claim 1, wherein: A square groove (13) is formed at the top of the dam body (1), and a storage box (14) is fixedly installed inside the square groove (13).

3. The multi-stage telescopic steel dam according to claim 2, characterized in that: At the bottom end inside the storage box (14), springs (15) are fixedly installed at equal intervals, and a pressing plate (16) is fixedly installed at the top of the springs (15).

4. The multi-stage telescopic steel dam according to claim 3, wherein: A fixing ring (17) located inside the storage box (14) is fixedly installed at the bottom of the pressing plate (16), and the outer surface of the fixing ring (17) is movably connected to the inner surface of the storage box (14).

5. The multi-stage telescopic steel dam according to claim 2, characterized in that: Chute grooves (18) are formed on both sides of the storage box (14). Round rods (19) are movably installed inside the chute grooves (18), and one side of the round rods (19) is fixedly connected to one side of the fixing ring (17).

6. The multi-stage telescopic steel dam according to claim 1, characterized in that: A fixed pier (20) is fixedly installed at the top of the dam body (1). An installation block (21) is rotatably installed between the fixed piers (20). A connecting pier (22) is fixedly installed at one end of the steel dam (3). A movable block (23) is rotatably installed between the connecting piers (22), and an electro-hydraulic rod (24) is fixedly installed between the movable block (23) and the installation block (21).