Stable supporting structure of bridge steel member

By using hydraulic damping rods and limit rods to match the support plate in the bridge support structure, the problem of poor position stability of the bridge support structure is solved, and the position strength improvement and structural stability of the bridge steel frame are achieved.

CN222908580UActive Publication Date: 2025-05-27ANHUI BAOCHUANG ENVIRONMENTAL PROTECTION TECHNOLOGY CO LTD
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Patent Information

Application Number
CN202421996789.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-19
Publication Date
2025-05-27
Estimated Expiration
2034-08-19

AI Technical Summary

Technical Problem

现有桥梁支护结构在实际使用过程中,结构位置稳定性无法保证,长期工作下受到压力会产生抖动,导致钢构件的位置偏移。

Method used

A stable support structure including a bridge steel frame, a positioning bracket and a support pressure plate is adopted. Through the fixed connection between the positioning bracket and the bridge steel frame, the support pressure plate is installed in the middle of the positioning bracket, and the hydraulic damping rod and limit rod are used for buffering to maintain the position stable.

Benefits of technology

It effectively improves the position strength of the bridge steel frame, adapts to long-term work, ensures the stability and strength of the bridge structure, and avoids position deviation and jitter problems.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a stable supporting structure of a bridge steel member, and belongs to the technical field of bridge construction. A stable supporting structure of a bridge steel member comprises a bridge steel frame, a positioning support and a supporting pressing plate, a limiting rod and a hydraulic damping rod are installed between the supporting pressing plate and the positioning support, and a movable sleeve is installed between the hydraulic damping rod and the limiting rod. The utility model solves the problems that the position stability of the existing bridge supporting structure cannot be guaranteed, the existing bridge supporting structure shakes under the pressure after long-term work, and the position of a steel member is deviated, and the supporting pressing plate is arranged in the middle of the positioning bracket, and the hydraulic damping rod pressurizes the limiting rod, so that the position of the steel member is limited. The two sides of the supporting pressing plate are extruded and pushed, so that the two sides of the bridge steel frame are limited, in the long-term work process, even if the bridge steel frame is stressed, the hydraulic damping rods are matched with the supporting pressing plate for buffering, the position strength of the bridge steel frame is improved, and the bridge steel frame is suitable for long-term work.
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Description

Technical Field

[0001] The utility model relates to the technical field of bridge construction, in particular to a stable support structure for bridge steel members. Background Technique

[0002] A Chinese patent with the publication number of CN221029620U discloses an auxiliary support structure for bridge steel members, which specifically relates to the technical field of bridge construction. It includes a support, four groups of columns are arranged above the support, a fixing component is arranged at the connection between the columns and the support, a support rod is arranged between two groups of columns, a support beam is arranged at the top of the columns, and a connection component is arranged between every two groups of columns. This patent not only makes the installation of the columns and the base simpler and more convenient, but also makes the connection between the columns and the base more stable. Moreover, the columns are designed in a split form for every two groups, making the transportation of the columns more convenient and the connection of the columns faster when needed.

[0003] During the actual use of the above-mentioned bridge support structure, the structural position stability cannot be guaranteed. Under long-term operation, it will vibrate under pressure, resulting in the position deviation of the steel members. Therefore, it does not meet the existing requirements, and for this reason, we propose a stable support structure for bridge steel members. Content of the Utility Model

[0004] The purpose of the utility model is to provide a stable support structure for bridge steel members, which solves the problem that the structural position stability cannot be guaranteed during the actual use of the bridge support structure, and it will vibrate under pressure during long-term operation, resulting in the position deviation of the steel members as mentioned in the above background technique.

[0005] To achieve the above purpose, the utility model provides the following technical solution: A stable support structure for bridge steel members, including a bridge steel frame, a positioning bracket and a support pressing plate. The positioning bracket is arranged at the upper and lower ends of the bridge steel frame, the support pressing plate is installed in the middle of the bridge steel frame, a limiting rod and a hydraulic damping rod are installed between the support pressing plate and the positioning bracket, and a movable sleeve is installed between the hydraulic damping rod and the limiting rod.

[0006] Preferably, the positioning bracket and the bridge steel frame are connected by fixing bolts. An integrally formed positioning hole is arranged outside the positioning bracket, and the positioning hole is used to fix the bridge support plate and the support base.

[0007] Preferably, connecting rollers are installed on both sides of the positioning bracket. One end of the limiting rod extends into the inside of the connecting roller and is fixedly connected with the connecting roller. The connecting roller is rotatably connected with the positioning bracket through a bearing.

[0008] Preferably, the lower end of the limiting rod extends into the movable sleeve and is fixedly connected to the movable sleeve, and the upper end of the hydraulic damping rod is rotatably connected to the movable sleeve through a bearing.

[0009] Preferably, a connecting ear is installed at the lower end of the hydraulic damping rod, and the hydraulic damping rod is rotatably connected to the supporting pressure plate through the connecting ear, and the supporting pressure plate and the connecting ear are connected by welding.

[0010] Preferably, movable openings are integrally formed on both sides of the supporting pressure plate, and telescopic plates are installed at the front end and the rear end of the supporting pressure plate. The telescopic plates extend into the supporting pressure plate and are slidably connected to the supporting pressure plate. A damping spring is installed inside the supporting pressure plate, and both ends of the damping spring are welded to the telescopic plate and the supporting pressure plate respectively.

[0011] Preferably, connecting frames are installed on both sides of the outside of the supporting pressure plate. A fastening sleeve is installed between the two connecting frames. A threaded rod passes through the inside of the fastening sleeve, and the threaded rod is rotatably connected to the fastening sleeve through a bushing. A threaded hole is integrally formed inside the connecting frame. The threaded rod passes through the threaded hole and is threadedly connected to the connecting frame, and the threaded rod is fixedly connected to the connecting frame through a bolt.

[0012] Compared with the prior art, the beneficial effects of the present utility model are as follows:

[0013] 1. During the installation of the supporting structure of the present utility model, by respectively fixing two groups of positioning brackets above and below the bridge steel frame, fixing the positioning brackets to the bridge support plate and the base, and keeping the positions of the positioning brackets fixed, by installing the supporting pressure plate at the middle position of the positioning brackets, the hydraulic damping rod presses the limiting rod, so that both sides of the supporting pressure plate are squeezed and pushed, keeping the position stable, thereby restricting both sides of the bridge steel frame. During long-term operation, even if the bridge steel frame is subjected to pressure, the hydraulic damping rod cooperates with the supporting pressure plate to buffer, improving the position strength of the bridge steel frame and adapting to long-term operation.

[0014] 2. Installed in the middle of the bridge steel frame of the present utility model, the threaded rod can be adjusted to drive the connecting frames at both ends to move and squeeze the bridge steel frame, adapting to bridge steel frames of different widths. And through the supporting pressure plate and the damping spring, the supporting pressure plate can fully fit the bridge steel frame. When the bridge steel frame is impacted, the supporting pressure plate can still provide a certain auxiliary supporting force, maintaining the strength of the bridge structure and improving the effect of the supporting work. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 is an axonometric view of the front view of the present utility model;

[0016] Figure 2 is an axonometric view of the top view of the present utility model;

[0017] Figure 3 This is an axonometric view of the support pressing plate of the present utility model from above.

[0018] Figure 4 This is the internal structure diagram of the support pressing plate of the present utility model from above.

[0019] In the figure: 1. Bridge steel frame; 2. Positioning bracket; 201. Positioning hole; 202. Connecting roller; 203. Limiting rod; 204. Movable sleeve; 3. Support pressing plate; 301. Telescopic plate; 302. Connecting frame; 303. Hydraulic damping rod; 304. Connecting ear; 305. Fastening sleeve; 306. Threaded rod; 307. Movable opening; 308. Threaded hole; 309. Damping spring. Specific embodiments

[0020] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0021] In order to solve the problem that in the actual use process of the existing bridge support structure, the structural position stability cannot be guaranteed, and under long-term work, it will shake under pressure, resulting in the position deviation of the steel components, please refer to Figure 1 - Figure 2 This embodiment provides the following technical solutions:

[0022] A stable support structure for bridge steel components, including a bridge steel frame 1, a positioning bracket 2, and a support pressing plate 3. The positioning bracket 2 is arranged at the upper and lower ends of the bridge steel frame 1, the support pressing plate 3 is installed in the middle of the bridge steel frame 1, and a limiting rod 203 and a hydraulic damping rod 303 are installed between the support pressing plate 3 and the positioning bracket 2. A movable sleeve 204 is installed between the hydraulic damping rod 303 and the limiting rod 203. By installing the support pressing plate 3 in the middle position of the positioning bracket 2 for buffering, the position strength of the bridge steel frame 1 is improved to adapt to long-term work.

[0023] Furthermore, the positioning bracket 2 is connected to the bridge steel frame 1 through fixing bolts. An integrally formed positioning hole 201 is arranged on the outside of the positioning bracket 2. The positioning hole 201 is used to fix the bridge support plate and the support base. During the installation of the support structure, by fixing two groups of positioning brackets 2 above and below the bridge steel frame 1 respectively, and fixing the positioning brackets 2 to the bridge support plate and the base, the position of the positioning brackets 2 is kept fixed.

[0024] Further, connecting rollers 202 are installed on both sides of the positioning bracket 2. One end of the limiting rod 203 extends into the interior of the connecting roller 202 and is fixedly connected to the connecting roller 202. The connecting roller 202 is rotatably connected to the positioning bracket 2 through a bearing. The lower end of the limiting rod 203 extends into the interior of the movable sleeve 204 and is fixedly connected to the movable sleeve 204. The upper end of the hydraulic damper rod 303 is rotatably connected to the movable sleeve 204 through a bearing. A connecting ear 304 is installed at the lower end of the hydraulic damper rod 303, and the hydraulic damper rod 303 is rotatably connected to the supporting pressing plate 3 through the connecting ear 304. The supporting pressing plate 3 and the connecting ear 304 are connected by welding. The hydraulic damper rod 303 presses the limiting rod 203, so that both sides of the supporting pressing plate 3 are squeezed and pushed, maintaining a stable position. Thus, both sides of the bridge steel frame 1 are restricted. During long-term operation, even if the bridge steel frame 1 is subjected to pressure, the hydraulic damper rod 303 cooperates with the supporting pressing plate 3 to buffer, improving the position strength of the bridge steel frame 1 and adapting to long-term operation.

[0025] Specifically, during the installation of the supporting structure, by fixing two groups of positioning brackets 2 above and below the bridge steel frame 1 respectively, and fixing the positioning brackets 2 to the bridge support plate and the base, after keeping the position of the positioning brackets 2 fixed, by installing the supporting pressing plate 3 at the middle position of the positioning brackets 2, the hydraulic damper rod 303 presses the limiting rod 203, so that both sides of the supporting pressing plate 3 are squeezed and pushed, maintaining a stable position. Thus, both sides of the bridge steel frame 1 are restricted. During long-term operation, even if the bridge steel frame 1 is subjected to pressure, the hydraulic damper rod 303 cooperates with the supporting pressing plate 3 to buffer, improving the position strength of the bridge steel frame 1 and adapting to long-term operation.

[0026] In order to solve the problem that in the actual use process of the existing bridge supporting structure, it is difficult to keep the position of the supporting structure stable, and it is easy to shake after being impacted, please refer to Figure 1 - Figure 4 This embodiment provides the following technical solutions:

[0027] Movable openings 307 are integrally formed on both sides of the supporting pressing plate 3, and telescopic plates 301 are installed at the front end and the rear end of the supporting pressing plate 3. The telescopic plates 301 extend into the interior of the supporting pressing plate 3 and are slidably connected to the supporting pressing plate 3. A damping spring 309 is installed inside the supporting pressing plate 3. Both ends of the damping spring 309 are welded to the telescopic plate 301 and the supporting pressing plate 3 respectively. Through the supporting pressing plate 3 and the damping spring 309, the supporting pressing plate 3 is fully attached to the bridge steel frame 1. When the bridge steel frame 1 is impacted, the supporting pressing plate 3 can still provide a certain auxiliary supporting force, maintaining the strength of the bridge structure and improving the supporting effect.

[0028] Furthermore, connection brackets 302 are installed on both sides outside the support pressing plate 3. A fastening sleeve 305 is installed between the two connection brackets 302. A threaded rod 306 passes through the inside of the fastening sleeve 305. The threaded rod 306 is rotatably connected to the fastening sleeve 305 through a bushing. A thread hole 308 formed integrally is provided inside the connection bracket 302. The threaded rod 306 passes through the thread hole 308 and is threadedly connected to the connection bracket 302. The threaded rod 306 is fixedly connected to the connection bracket 302 through a bolt. By adjusting the threaded rod 306, the connection brackets 302 at both ends are driven to move and press against the bridge steel frame 1 to adapt to bridge steel frames 1 of different widths.

[0029] Specifically, by adjusting the threaded rod 306, the connection brackets 302 at both ends are driven to move and press against the bridge steel frame 1 to adapt to bridge steel frames 1 of different widths. Moreover, through the support pressing plate 3 and the damping spring 309, the support pressing plate 3 can fully fit the bridge steel frame 1. When the bridge steel frame 1 is impacted, the support pressing plate 3 can still provide a certain amount of auxiliary support force to maintain the strength of the bridge structure and improve the effect of the support work.

[0030] Working principle: During the installation process, by fixing the two groups of positioning brackets 2 above and below the bridge steel frame 1 respectively, and fixing the positioning brackets 2 to the bridge support plate and the base, after keeping the positions of the positioning brackets 2 fixed, the support pressing plate 3 is installed at the middle position of the positioning brackets 2. By adjusting the threaded rod 306, the connection brackets 302 at both ends are driven to move and press against the bridge steel frame 1 to adapt to bridge steel frames 1 of different widths. Moreover, through the support pressing plate 3 and the damping spring 309, the support pressing plate 3 can fully fit the bridge steel frame 1. When the bridge steel frame 1 is impacted, the support pressing plate 3 can still provide a certain amount of auxiliary support force to maintain the strength of the bridge structure and improve the effect of the support work. The hydraulic damping rod 303 presses the limit rod 203, so that both sides of the support pressing plate 3 are squeezed and pushed to keep the position stable, thereby restricting both sides of the bridge steel frame 1. During long-term operation, even if the bridge steel frame 1 is under pressure, through the cooperation of the hydraulic damping rod 303 and the support pressing plate 3 for buffering, the position strength of the bridge steel frame 1 is improved to adapt to long-term operation.

[0031] It should be noted that in this article, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "including", "comprising" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device.

[0032] Although embodiments of the present utility model have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present utility model.

Claims

1. A stable support structure for a bridge steel member, comprising a bridge steel frame (1), a positioning bracket (2) and a support pressure plate (3), characterized in that: The positioning bracket (2) is arranged at the upper end and the lower end of the bridge steel frame (1), the supporting pressure plate (3) is installed in the middle of the bridge steel frame (1), a limiting rod (203) and a hydraulic damping rod (303) are installed between the supporting pressure plate (3) and the positioning bracket (2), and a movable sleeve (204) is installed between the hydraulic damping rod (303) and the limiting rod (203).

2. The stable support structure for bridge steel members according to claim 1 is characterized in that: The positioning bracket (2) is connected to the bridge steel frame (1) via fixing bolts, and an integrally formed positioning hole (201) is provided on the outside of the positioning bracket (2), and the positioning hole (201) is used to fix the bridge support plate and the support base.

3. The stable support structure for bridge steel members according to claim 1 is characterized in that: Connecting rollers (202) are installed on both sides of the positioning bracket (2); one end of the limiting rod (203) extends to the inside of the connecting roller (202) and is fixedly connected to the connecting roller (202); and the connecting roller (202) is rotatably connected to the positioning bracket (2) via a bearing.

4. The stable support structure for bridge steel members according to claim 1 is characterized in that: The lower end of the limiting rod (203) extends to the inside of the movable sleeve (204) and is fixedly connected to the movable sleeve (204), and the upper end of the hydraulic damping rod (303) is rotatably connected to the movable sleeve (204) via a bearing.

5. The stable supporting structure for bridge steel members according to claim 4 is characterized in that: A connecting ear (304) is installed at the lower end of the hydraulic damping rod (303), and the hydraulic damping rod (303) is rotatably connected to the supporting pressure plate (3) through the connecting ear (304), and the supporting pressure plate (3) and the connecting ear (304) are connected by welding.

6. The stable support structure for bridge steel members according to claim 1, characterized in that: Both sides of the support pressure plate (3) are provided with an integrally formed movable opening (307), and the front end and the rear end of the support pressure plate (3) are installed with a telescopic plate (301), the telescopic plate (301) extends to the inside of the support pressure plate (3) and is slidably connected to the support pressure plate (3), and a damping spring (309) is installed inside the support pressure plate (3), and the two ends of the damping spring (309) are respectively welded to the telescopic plate (301) and the support pressure plate (3).

7. The stable support structure for bridge steel members according to claim 1 is characterized in that: Connecting frames (302) are installed on both sides of the outside of the supporting pressure plate (3), and a fastening sleeve (305) is installed between the two connecting frames (302). A threaded rod (306) passes through the inside of the fastening sleeve (305), and the threaded rod (306) and the fastening sleeve (305) are rotatably connected via a shaft sleeve. An integrally formed threaded hole (308) is provided inside the connecting frame (302), and the threaded rod (306) passes through the threaded hole (308) and is threadedly connected to the connecting frame (302), and the threaded rod (306) is fixedly connected to the connecting frame (302) via bolts.

Citation Information

Patent Citations

  • Auxiliary support structure of bridge steel member

    CN221029620U