Turnover steel dam gate with double opening and closing mechanisms

By designing a buffer structure on the steel dam gate, preliminary and secondary buffering of the steel dam gate is achieved, the impact force problem caused by the large momentum of the steel dam gate is solved, and the stability and safety of the steel dam gate and piers are ensured. .

CN222251998UActive Publication Date: 2024-12-27NANJING GULUO ENVIRONMENTAL ENG CO LTD
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Patent Information

Application Number
CN202323576682.4
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2023-12-27
Publication Date
2024-12-27
Estimated Expiration
2033-12-27

AI Technical Summary

Technical Problem

The steel dam gate has a high momentum when it reaches the pier, which causes impact force on the pier. After closing it many times, it may damage the pier, causing instability.

Method used

A double-opening and closing mechanism flip steel dam gate is designed, and adopts buffer seats, slide chutes, tension springs and buffer plates and other structures. Preliminary and secondary buffering is achieved through compression springs, top-holding plates, hinge seats and buffer hinge seats. Avoid direct contact between the steel dam gate and the support pier and reduce impact force.

Benefits of technology

Effectively avoid excessive speed when the steel dam gate reaches the pier, prevent damage to the pier, ensure the stability of the dam gate and the safety of the pier, avoid the phenomenon of stuckness, and realize the double reduction of the dam gate. Speed ​​effect.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the related technical field of gates, in particular to a turnover steel dam gate with double opening and closing mechanisms, which is characterized in that a buttress and a buffer seat are arranged on the surface of the steel dam gate, a hinged support is arranged on the surface of the steel dam gate, a bottom shaft and a jacking plate are arranged on the surface of the hinged support, a sliding groove is formed in the buffer seat, and a positioning rod and a tension spring are arranged on the surface of the sliding groove. A sliding seat is arranged in the sliding groove, a fillet is formed in the surface of the buffer plate, a supporting plate is arranged on the surface of the buffer plate, and a buffer hinge seat is arranged on the surface of the supporting plate; the device has the beneficial effects that the jacking plate achieves the preliminary buffering effect on the steel dam gate, the compression spring jacks the jacking plate, the situation that the speed of the steel dam gate is too large when the steel dam gate reaches the buttress is avoided, the buffering plate achieves the protection effect on the buttress and the steel dam gate, direct contact between the steel dam gate and the buttress is avoided, and the safety of the steel dam gate is improved. The round corners ensure that the buffer plates and the buttresses cannot be blocked, and the sliding seats achieve the effect of secondary buffering on the steel dam gate.
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Description

Technical Field

[0001] The utility model relates to the technical field related to gates, in particular to a flip steel dam gate with a double opening and closing mechanism. Background Art

[0002] A gate is a common water conservancy engineering facility used to regulate water flow, control water level, prevent floods or divert water flow. It is usually composed of one or more movable plates that can be opened or closed. The degree of opening of the gate plate can be adjusted as needed to control the flow rate and water level of the water.

[0003] In the prior art, the steel dam gate is fixed on the pier, and a hinge seat is fixedly installed on the side surface of the steel dam gate. The hinge seat and the top of the bottom shaft are hingedly connected, and the bottom end of the bottom shaft and the piston rod at the output end of the hydraulic hoist are welded. The hydraulic hoist drives the piston rod to support the bottom shaft, and the bottom shaft supports the steel dam gate to open it. When the steel dam gate is closed, the steel dam gate is closed in a free fall state due to the force of the water flow and its own gravity.

[0004] However, when the steel dam gate reaches the pier, the momentum of the steel dam gate is large, which causes the steel dam gate to produce an impact force on the pier. When the steel dam gate is closed multiple times, the steel dam gate will damage the pier, causing the steel dam gate to become unstable on the pier. Utility Model Content

[0005] The utility model aims to provide a double opening and closing mechanism for flipping a steel dam gate, so as to solve the problem proposed in the above-mentioned background technology that when the steel dam gate reaches the pier, the momentum of the steel dam gate is large, and the large momentum causes the steel dam gate to produce an impact force on the pier. When the steel dam gate is closed for many times, the steel dam gate will damage the pier, thereby causing the steel dam gate to become unstable on the pier.

[0006] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: a double opening and closing mechanism flip steel dam gate, the double opening and closing mechanism flip steel dam gate comprising:

[0007] A steel dam gate, wherein a buttress and a buffer seat are provided on the surface of the steel dam gate, a hinge seat is provided on the surface of the steel dam gate, and a bottom shaft and a top holding plate are provided on the surface of the hinge seat;

[0008] A buffer seat, wherein a slide groove is provided in the buffer seat, a positioning rod and a tension spring are provided on the surface of the slide groove, and a slide seat is provided in the slide groove; and

[0009] A buffer plate, wherein the surface of the buffer plate is provided with a rounded corner, the surface of the buffer plate is provided with a support plate, and the surface of the support plate is provided with a buffer hinge seat.

[0010] Preferably, a buffer seat is provided on the top side surface of the steel dam gate, and the top side surface of the steel dam gate is fixedly connected to the inner surface of the buffer seat. A hinge seat is provided on the side surface of the steel dam gate, and the side surface of the steel dam gate is fixedly connected to the inner surface of the hinge seat, and a double hoist is provided at the bottom end of the pier.

[0011] Preferably, a bottom shaft is provided on the inner surface of the hinge seat, the inner surface of the hinge seat and the side surface of the top end of the bottom shaft are hingedly connected, and a top holding plate is provided on the outer surface of the top end of the bottom shaft, the outer surface of the top end of the bottom shaft and the inner surface of the top holding plate are fixedly connected, and a compression spring is provided on the side surface of the top holding plate, the side surface of the top holding plate and the top end of the compression spring are fixedly connected, and the bottom end of the compression spring and the outer surface of the top of the pier are fixedly connected.

[0012] Preferably, a slide groove is opened inside the buffer seat, and a positioning rod is provided on the side surface of the slide groove, the side surface of the slide groove and the side end of the positioning rod are fixedly connected, a tension spring is provided on the side surface of the slide groove, the side surface of the slide groove and the side end of the tension spring are fixedly connected, and a slide seat is provided on the inner surface of the slide groove.

[0013] Preferably, the side end of the slide seat and the side end of the tension spring are fixedly connected, a positioning hole is opened inside the slide seat, and the inner surface of the positioning hole and the outer surface of the positioning rod are slidably connected, and a buffer hinge seat is provided at the side end of the positioning hole, and the side end of the positioning hole and the side end of the buffer hinge seat are fixedly connected.

[0014] Preferably, the outer surface of the bottom end of the buffer plate is provided with rounded corners, the side surface of the buffer plate is provided with multiple support plates, the side surface of the buffer plate and the side end of the support plate are hingedly connected, and the outer surface of the side end of the support plate and the inner surface of the buffer hinge seat are hingedly connected.

[0015] Compared with the prior art, the beneficial effects of the utility model are:

[0016] When the steel dam gate is closed, the bottom shaft loses the supporting force of the piston rod, and the steel dam gate is closed in a free fall state under the action of water flow force and its own gravity. The bottom shaft begins to enter the bottom end of the pier, and the compression spring is compressed. The compression spring supports the top holding plate, and the top holding plate supports the hinge seat. The hinge seat supports the steel dam gate. The top holding plate realizes the initial buffering of the steel dam gate, and the compression spring supports the top holding plate, thereby preventing the steel dam gate from reaching the pier at too high a speed. When the steel dam gate is about to reach the pier, the fillet on the buffer plate first contacts the pier, and then the buffer plate and the pier are fully contacted, and the buffer plate realizes The function of protecting the pier and the steel dam gate is to avoid direct contact between the steel dam gate and the pier. The rounded corners ensure that the buffer plate will not be stuck with the pier. When the buffer plate and the pier are in full contact, the support plate begins to open, and the support plate drives the slide to slide in the slide groove. The positioning hole on the slide slides along the positioning rod, and the tensioning spring provides tensioning force to the slide. When the steel dam gate completely enters the pier, the slide reaches the side end of the buffer seat, and the slide realizes the secondary buffering of the steel dam gate. The tensioning spring realizes the tensioning of the slide, thereby ensuring that the slide performs secondary deceleration on the steel dam gate. The positioning rod enhances the stability of the slide. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 This is a schematic diagram of the main structure of the utility model;

[0018] Figure 2 This is a half-section view of the main structure of the utility model;

[0019] Figure 3 for Figure 2 A schematic diagram of the structure enlargement in the middle;

[0020] Figure 4 This is a schematic diagram of the structure of the practical buffer plate.

[0021] In the figure: pier 1, steel dam gate 2, buffer seat 3, support plate 4, buffer plate 5, buffer hinge seat 6, fillet 7, bottom shaft 8, compression spring 9, slide groove 10, positioning rod 11, tension spring 12, slide seat 13, positioning hole 14, top holding plate 15, hinge seat 16, double hoist 17. DETAILED DESCRIPTION

[0022] In order to make the purpose and technical solution of the utility model clearly and completely described, and the advantages more clearly understood, the embodiments of the utility model are further described in detail in conjunction with the accompanying drawings. It should be understood that the specific embodiments described here are part of the embodiments of the utility model, not all of the embodiments, and are only used to explain the embodiments of the utility model, and are not used to limit the embodiments of the utility model. All other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0023] In the description of the present utility model, it should be noted that the terms "center", "middle", "upper", "lower", "left", "right", "inner", "outer", "top", "bottom", "side", "vertical", "horizontal" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore cannot be understood as a limitation on the present utility model. In addition, the terms "one", "first", "second", "third", "fourth", "fifth", "sixth" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0024] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0025] For the purpose of simplicity and illustration, the principles of the embodiments are mainly described by reference to examples. In the following description, many specific details are proposed to provide a thorough understanding of the embodiments. However, it is obvious that for those of ordinary skill in the art, these embodiments may not be limited to these specific details in practice. In some instances, known methods and structures are not described in detail to avoid making these embodiments unnecessarily difficult to understand. In addition, all embodiments can be used in combination with each other.

[0026] See also Figure 1-4 The utility model provides the following three preferred embodiments: a double opening and closing mechanism flip steel dam gate, the double opening and closing mechanism flip steel dam gate includes:

[0027] A steel dam gate 2, a buttress 1 and a buffer seat 3 are provided on the surface of the steel dam gate 2, a hinge seat 16 is provided on the surface of the steel dam gate 2, and a bottom shaft 8 and a top holding plate 15 are provided on the surface of the hinge seat 16;

[0028] A buffer seat 3, a slide groove 10 is provided in the buffer seat 3, a positioning rod 11 and a tension spring 12 are provided on the surface of the slide groove 10, and a slide seat 13 is provided in the slide groove 10; and

[0029] A buffer plate 5, a surface of which is provided with a rounded corner 7, a surface of which is provided with a support plate 4, and a surface of which is provided with a buffer hinge seat 6;

[0030] Embodiment 1

[0031] In order to improve the use effect of the top holding plate 15, a buffer seat 3 is provided on the top side surface of the steel dam gate 2, the top side surface of the steel dam gate 2 and the inner surface of the buffer seat 3 are fixedly connected, a hinge seat 16 is provided on the side surface of the steel dam gate 2, the side surface of the steel dam gate 2 and the inner surface of the hinge seat 16 are fixedly connected, and a double gate hoist 17 is provided at the bottom end of the pier 1, a bottom shaft 8 is provided on the inner surface of the hinge seat 16, the inner surface of the hinge seat 16 and the top side surface of the bottom shaft 8 are hingedly connected, and a top holding plate 15 is provided on the top outer surface of the bottom shaft 8, the top outer surface of the bottom shaft 8 and the inner surface of the top holding plate 15 are fixedly connected, and a compression spring 9 is provided on the side surface of the top holding plate 15, and the side surface of the top holding plate 15 and the top of the compression spring 9 Fixed connection, and the bottom end of the compression spring 9 is fixedly connected to the outer surface of the top of the pier 1; when the steel dam gate 2 is closed, the bottom shaft 8 loses the supporting force of the piston rod, and the steel dam gate 2 is closed in a free fall state under the action of water flow force and its own gravity, and the bottom shaft 8 begins to enter the bottom end of the pier 1, and the compression spring 9 is compressed, and the compression spring 9 supports the top holding plate 15, and the top holding plate 15 supports the hinge seat 16, and the hinge seat 16 supports the steel dam gate 2, and the top holding plate 15 realizes the effect of preliminary buffering of the steel dam gate 2, and the compression spring 9 supports the top holding plate 15, thereby preventing the steel dam gate 2 from having too high a speed when arriving at the pier 1.

[0032] Embodiment 2

[0033] On the basis of the first embodiment, in order to improve the use effect of the buffer plate 5, a slide groove 10 is provided inside the buffer seat 3, and a positioning rod 11 is provided on the side surface of the slide groove 10, the side surface of the slide groove 10 and the side end of the positioning rod 11 are fixedly connected, a tension spring 12 is provided on the side surface of the slide groove 10, and the side surface of the slide groove 10 and the side end of the tension spring 12 are fixedly connected, a slide seat 13 is provided on the inner surface of the slide groove 10, a fillet 7 is provided on the outer surface of the bottom end of the buffer plate 5, and a plurality of support plates 4 are provided on the side surface of the buffer plate 5. The side surface of the punch plate 5 is hingedly connected to the side end of the support plate 4, and the outer surface of the side end of the support plate 4 is hingedly connected to the inner surface of the buffer hinge seat 6; when the steel dam gate 2 is about to reach the pier 1, the rounded corner 7 on the buffer plate 5 first contacts the pier 1, and then the buffer plate 5 and the pier 1 are completely in contact. The buffer plate 5 protects the pier 1 and the steel dam gate 2, avoiding direct contact between the steel dam gate 2 and the pier 1, and the rounded corner 7 ensures that the buffer plate 5 will not be stuck with the pier 1.

[0034] Embodiment 3

[0035] On the basis of the second embodiment, in order to improve the use effect of the slide 13, the side end of the slide 13 is fixedly connected to the side end of the tension spring 12, a positioning hole 14 is opened inside the slide 13, and the inner surface of the positioning hole 14 is slidably connected to the outer surface of the positioning rod 11, and a buffer hinge seat 6 is provided at the side end of the positioning hole 14, and the side end of the positioning hole 14 is fixedly connected to the side end of the buffer hinge seat 6; when the buffer plate 5 and the pier 1 are fully in contact, the support plate 4 begins to open, and the support plate 4 drives the slide 13 to move in the slide groove 10 Sliding, the positioning hole 14 on the slide 13 slides along the positioning rod 11, and the tensioning spring 12 provides tensioning force to the slide 13. When the steel dam gate 2 completely enters the pier 1, the slide 13 reaches the side end of the buffer seat 3, and the slide 13 realizes the secondary buffering of the steel dam gate 2. The tensioning spring 12 realizes the tensioning effect on the slide 13, thereby ensuring that the slide 13 performs a secondary deceleration effect on the steel dam gate 2, and the positioning rod 11 enhances the sliding stability of the slide 13.

[0036] When the steel dam gate 2 is closed, the bottom shaft 8 loses the supporting force of the piston rod, and the steel dam gate 2 is closed in a free fall state under the action of water flow force and its own gravity. The bottom shaft 8 begins to enter the bottom end of the pier 1, and the compression spring 9 is compressed. The compression spring 9 supports the top holding plate 15, and the top holding plate 15 supports the hinge seat 16. The hinge seat 16 supports the steel dam gate 2. The top holding plate 15 realizes the initial buffering of the steel dam gate 2, and the compression spring 9 supports the top holding plate 15, thereby preventing the steel dam gate 2 from reaching the pier 1 at too high a speed. When the steel dam gate 2 is about to reach the pier 1, the fillet 7 on the buffer plate 5 first contacts the pier 1, and then the buffer plate 5 and the pier 1 are completely in contact, and the buffer plate 5 realizes the buffering of the pier 1 and the steel dam The gate 2 is protected to avoid direct contact between the steel dam gate 2 and the pier 1. The fillet 7 ensures that the buffer plate 5 will not be stuck with the pier 1. When the buffer plate 5 is in full contact with the pier 1, the support plate 4 begins to open, and the support plate 4 drives the slide 13 to slide in the slide groove 10. The positioning hole 14 on the slide 13 slides along the positioning rod 11, and the tensioning spring 12 provides tensioning force to the slide 13. When the steel dam gate 2 completely enters the pier 1, the slide 13 reaches the side end of the buffer seat 3, and the slide 13 realizes the secondary buffering of the steel dam gate 2. The tensioning spring 12 realizes the tensioning of the slide 13, thereby ensuring that the slide 13 performs a secondary deceleration on the steel dam gate 2, and the positioning rod 11 enhances the sliding stability of the slide 13.

[0037] Although the above describes the illustrative specific implementation methods of the present application so that technicians in this technical field can understand the present application, the present application is not limited to the scope of the specific implementation methods. For ordinary technicians in this technical field, as long as various changes are within the spirit and scope of the present application defined and determined by the attached claims, all application creations using the concept of the present application are protected.

Claims

1. A double opening and closing mechanism reversible steel dam gate, characterized by: The double opening and closing mechanism flip steel dam gate comprises: A steel dam gate (2), wherein a buttress (1) and a buffer seat (3) are provided on the surface of the steel dam gate (2), a hinge seat (16) is provided on the surface of the steel dam gate (2), and a bottom shaft (8) and a top holding plate (15) are provided on the surface of the hinge seat (16); A buffer seat (3), wherein a slide groove (10) is provided in the buffer seat (3), a positioning rod (11) and a tension spring (12) are provided on the surface of the slide groove (10), and a slide seat (13) is provided in the slide groove (10); and A buffer plate (5) is provided with a rounded corner (7) on its surface, a support plate (4) is provided on its surface, and a buffer hinge seat (6) is provided on its surface.

2. A double opening and closing mechanism reversible steel dam gate according to claim 1, characterized in that: The top side surface of the steel dam gate (2) is provided with a buffer seat (3), the top side surface of the steel dam gate (2) and the inner surface of the buffer seat (3) are fixedly connected, the side surface of the steel dam gate (2) is provided with a hinge seat (16), the side surface of the steel dam gate (2) and the inner surface of the hinge seat (16) are fixedly connected, and the bottom end of the pier (1) is provided with a double hoist (17).

3. A double opening and closing mechanism reversible steel dam gate according to claim 2, characterized in that: The inner surface of the hinge seat (16) is provided with a bottom shaft (8), the inner surface of the hinge seat (16) and the top side surface of the bottom shaft (8) are hingedly connected, and the top outer surface of the bottom shaft (8) is provided with a top holding plate (15), the top outer surface of the bottom shaft (8) and the inner surface of the top holding plate (15) are fixedly connected, and the side surface of the top holding plate (15) is provided with a compression spring (9), the side surface of the top holding plate (15) and the top of the compression spring (9) are fixedly connected, and the bottom end of the compression spring (9) and the top outer surface of the pier (1) are fixedly connected.

4. A double opening and closing mechanism reversible steel dam gate according to claim 2, characterized in that: The buffer seat (3) is provided with a slide groove (10) inside, and a positioning rod (11) is provided on the side surface of the slide groove (10), the side surface of the slide groove (10) and the side end of the positioning rod (11) are fixedly connected, the side surface of the slide groove (10) is provided with a tension spring (12), the side surface of the slide groove (10) and the side end of the tension spring (12) are fixedly connected, and a slide seat (13) is provided on the inner surface of the slide groove (10).

5. A double opening and closing mechanism reversible steel dam gate according to claim 4, characterized in that: The side end of the slide seat (13) is fixedly connected to the side end of the tension spring (12); a positioning hole (14) is provided inside the slide seat (13); the inner surface of the positioning hole (14) is slidably connected to the outer surface of the positioning rod (11); a buffer hinge seat (6) is provided at the side end of the positioning hole (14); and the side end of the positioning hole (14) is fixedly connected to the side end of the buffer hinge seat (6).

6. A double opening and closing mechanism reversible steel dam gate according to claim 1, characterized in that: The outer surface of the bottom end of the buffer plate (5) is provided with a rounded corner (7), the side surface of the buffer plate (5) is provided with a plurality of support plates (4), the side surface of the buffer plate (5) and the side end of the support plate (4) are hingedly connected, and the outer surface of the side end of the support plate (4) and the inner surface of the buffer hinge seat (6) are hingedly connected.