Reinforcing structure of bridge handrail
By designing a bridge railing reinforcement structure and utilizing components such as rotating sleeves and bending rods to achieve rapid disassembly and replacement, the problem of corrosion and loosening of bridge railings in typhoon and rainy weather has been solved, improving maintenance efficiency and reducing traffic impact.
Patent Information
- Application Number
- CN202423151192.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-20
- Publication Date
- 2025-11-14
- Estimated Expiration
- 2034-12-20
AI Technical Summary
Bridge railings are prone to corrosion or loosening in typhoon and rainstorm environments, leading to safety hazards. Existing maintenance methods are inefficient and disrupt traffic.
A bridge railing reinforcement structure was designed, including columns, connecting rods, handrails, guardrails, and rotating sleeves. The extension and retraction of the clamps are controlled by the rotating sleeves, enabling quick disassembly and replacement of damaged parts. Combined with bending rods and support rods, a stable structure is formed, improving maintenance efficiency.
It improved the maintenance efficiency of bridge railings, reduced traffic interference, ensured construction safety, and avoided traffic congestion.
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Figure CN223548424U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the field of building construction technology, and more specifically to a reinforcement structure for bridge railings. Background Technology
[0002] The main types of bridges include arch bridges, suspension bridges, and rigid frame bridges. Depending on the local geology and the span of the bridge, corresponding types of bridges are built on rivers, lakes, or seas to facilitate the passage of vehicles or pedestrians and make transportation more convenient and efficient.
[0003] Due to regional differences, some coastal cities have high air humidity. When bridges are affected by typhoons and heavy rains, bridge railings may corrode or become loose. When pedestrians lean on them, the railings may bend or break, creating safety hazards. In such cases, regular maintenance of bridge railings is necessary. However, damaged railings are not easy to remove and replace, resulting in a lot of time required for disassembly and reassembly. When maintaining long bridges, in order to ensure construction and road safety, it is often necessary to partition sections of the bridge, which narrows the lanes or roads, causing traffic congestion and travel inconvenience. Utility Model Content
[0004] The purpose of this invention is to solve the aforementioned problems in the existing technology.
[0005] To achieve the above objectives, this utility model can be implemented through the following technical solution: a reinforcement structure for bridge railings, comprising:
[0006] A column, wherein an installation groove is provided on the column, and a connecting rod and a support rod are respectively installed in the installation groove;
[0007] A clamping rod is disposed in the mounting groove, and the clamping rod cooperates with the connecting rod and the support rod respectively;
[0008] A protective rod is mounted on the column. One end of the protective rod is rotatably fitted with a rotating sleeve. A locking rod that engages with the column is threaded onto the rotating sleeve. The rotating sleeve rotates to control the locking rod to extend or retract within the protective rod.
[0009] In this embodiment of the utility model, a sliding groove is provided on the protective rod, and bent rods are arranged in a linear array in the sliding groove. A first locking member is provided on the bent rods to fit against the sliding groove.
[0010] In this embodiment of the utility model, a groove is formed on the bent rod, and a support rod is slidably disposed in the groove, with a rubber sleeve snapped onto one end of the support rod;
[0011] A sleeve is rotatably mounted on the bent rod, and a telescopic rod is slidably mounted on the sleeve. A rotating seat that cooperates with the support rod is mounted on the telescopic rod.
[0012] In this embodiment of the utility model, the bent rod is provided with a third locking member that cooperates with the support rod.
[0013] In this embodiment of the utility model, a second locking member is provided on the sleeve column, and the second locking member cooperates with the telescopic rod.
[0014] In this embodiment of the utility model, a bracket is provided on the column, the bracket has an installation hole, the clamp is engaged in the installation hole, and a water outlet groove is provided on the bracket.
[0015] In this embodiment of the utility model, a protective plate is provided on one side of the column to block the mounting hole.
[0016] In this embodiment of the utility model, a rubber ring that cooperates with the clamping rod is snapped into the mounting hole.
[0017] In this embodiment of the utility model, a guide block is provided on the rubber ring, and a stop block that cooperates with the guide block is provided on the clamping rod.
[0018] In this embodiment of the utility model, a baffle and an inclined plate are respectively provided on the column, and the inclined plate engages with the baffle.
[0019] Compared with the prior art, the advantages of this application are: when the guardrail on the railing is worn or damaged, the rotating sleeves at both ends of the guardrail are rotated so that the locking rod slides back on the guardrail, so that one end of the locking rod moves away from the post, until the guardrail is removed and replaced, thereby improving the maintenance efficiency of the railing. Attached Figure Description
[0020] Figure 1 This is a schematic diagram of the overall structure;
[0021] Figure 2 It shows the explosion of parts on a single column and an enlarged schematic diagram of some parts;
[0022] Figure 3 This is an enlarged exploded view of some parts of the support frame;
[0023] Figure 4 This is a schematic plan view of the entire column in half section.
[0024] Explanation of reference numerals in the attached figures:
[0025] 1. Column; 11. Mounting slot; 12. Clamping rod; 13. Protective plate; 14. Bracket; 141. Water outlet trough; 15. Inclined plate; 16. Rubber ring; 161. Guide block; 17. Stop block; 18. Baffle; 2. Connecting rod; 3. Handrail; 4. Support frame; 41. Protective rod; 411. Slide groove; 412. First locking element; 42. Bending rod; 421. Groove; 422. Support rod; 423. Rubber sleeve; 424. Rotating seat; 425. Telescopic rod; 426. Second locking element; 427. Sleeve column; 428. Third locking element; 43. Rotating sleeve; 44. Locking rod. Detailed Implementation
[0026] The following are specific embodiments of the present invention, and the technical solution of the present invention will be further described in conjunction with the accompanying drawings.
[0027] like Figure 1-4 As shown, a reinforcement structure for a bridge railing includes:
[0028] The column 1 has an installation groove 11, and a connecting rod 2 and a support rod 3 are respectively installed in the installation groove 11;
[0029] The clamping rod 12 is disposed in the mounting groove 11 and is respectively engaged with the connecting rod 2 and the support rod 3;
[0030] The protective rod 41 is mounted on the column 1. One end of the protective rod 41 is rotatably equipped with a rotating sleeve 43. The rotating sleeve 43 is threadedly connected to a locking rod 44 that engages with the column 1. The rotating sleeve 43 rotates to control the locking rod 44 to extend or retract within the protective rod 41.
[0031] Specifically, column 1 is fixed to the concrete of the bridge with expansion bolts. The installation of the guardrail is completed by installing connecting rod 2, handrail 3 and guardrail 41. When a crossbeam is worn or damaged, column 1 and connecting rod 2 can be removed by loosening clamping rod 12. The guardrail 41 can be rotated by rotating sleeve 43, so that clamping rod 44 retracts into the guardrail 41 and detaches from column 1. At this time, the guardrail 41 is in a disassembled state, and the guardrail 41 or its parts can be maintained or replaced. The rotating sleeve 43 is located on the guardrail 41 and can be removed. Furthermore, connecting rod 2 supports two adjacent columns 1, and handrail 3 provides support for the column 1 for pedestrians to hold on to. Clamping rod 12 can be bolts or round columns with interference fit.
[0032] As a further embodiment of this utility model, a groove 411 is provided on the protective rod 41, and bent rods 42 are arranged in a linear array within the groove 411. The linear array is configured such that multiple sets of bent rods 42 are arranged sequentially along the direction of the protective rod 41. The protective rod 41 and the bent rods 42 are assembled to form a support frame 4. A first locking member 412 that fits against the groove 411 is provided on the bent rod 42. Multiple bent rods 42 can be provided on the protective rod 41, and the spacing between the multiple bent rods 42 is consistent. The spacing between adjacent bent rods 42 is less than 15cm. After the position of the bent rods 42 is determined, they can be fixed by the first locking members 412 at both ends.
[0033] As a further embodiment of this utility model, a groove 421 is provided on the bent rod 42, and a support rod 422 is slidably disposed in the groove 421. One end of the support rod 422 is engaged with a rubber sleeve 423. A sleeve post 427 is rotatably disposed on the bent rod 42, and a telescopic rod 425 is slidably disposed on the sleeve post 427. A rotating seat 424 that cooperates with the support rod 422 is provided on the telescopic rod 425. Before a typhoon or storm, the support rod 422 can be moved out of the groove 411, so that the rubber sleeve 423 at one end of the support rod 422 is in contact with the concrete surface (e.g., Figure 4 As shown), during the sliding of the support rod 422, the sleeve post 427 rotates on the bent rod 42. Under the traction of the rotating seat 424, the telescopic rod 425 extends from the sleeve post 427 and forms a triangular stable structure with the support rod 422, thereby improving the stability of the railing. Furthermore, when it rains, the bent rod 42 can be moved closer to the post 1 for support, thereby improving the support effect on the post 1. At the same time, multiple guard rods 41 need to be installed, and at least four (e.g., Figure 4 As shown, the protective rod 41 in the middle part is in contact with the bent rod 42.
[0034] As a further embodiment of this utility model, the bent rod 42 is provided with a third locking member 428 that cooperates with the support rod 422. When the rubber sleeve 423 on the support rod 422 comes into contact with the concrete, it can be fixed by the third locking member 428. At the same time, the third locking member 428 plays a guiding role, so that the support rod 422 can only slide along the slide groove 411. When the support rod 422 slides to the end, the third locking member 428 can be set to rotate between them.
[0035] As a further embodiment of this utility model, a second locking member 426 is provided on the sleeve post 427. The second locking member 426 cooperates with the telescopic rod 425. After the sliding distance of the telescopic rod 425 on the sleeve post 427 is determined, it can be locked by the second locking member 426.
[0036] As a further embodiment of this utility model, a bracket 14 is provided on the column 1, and an installation hole is provided on the bracket 14. The clamping rod 44 is engaged in the installation hole. A water outlet groove 141 is provided on the bracket 14. The bracket 14 is welded to the column 1, which improves the stability of the column 1. In rainy weather, rainwater will flow out from the water outlet groove, thereby preventing rainwater from accumulating on the bracket 14.
[0037] As a further embodiment of this utility model, a protective plate 13 is provided on one side of the column 1 to block the installation hole. The protective plate 13 has the effect of blocking and reducing rainwater from entering the bracket 14. The protective plate 13 is snapped onto the column 1.
[0038] As a further embodiment provided in this utility model, a rubber ring 16 that cooperates with the clamping rod 44 is snapped into the mounting hole. The rubber ring 16 improves the support and sealing effect between the protective rod 41 and the column 1.
[0039] As a further embodiment of this utility model, a guide block 161 is provided on the rubber ring 16, and a stop block 17 that cooperates with the guide block 161 is provided on the clamping rod 44. The stop block 17 is circular with a notch and hollow in the center. When the protective rod 41 is installed on the column 1, the stop block 17 can be clamped onto the clamping column to protect the clamping column. The guide block 161 keeps the notch facing downwards.
[0040] As a further embodiment of this utility model, a baffle 18 and an inclined plate 15 are respectively provided on the column 1. The inclined plate 15 is engaged with the baffle 18. One end of the inclined plate 15 is in contact with the concrete and is fixed by expansion bolts, while the other end is engaged with the baffle 18, so that the vertical cut sections of the baffle 18 and the inclined plate 15 are triangular, thereby improving the support effect on the column 1.
[0041] Working principle: When the handrail 3, connecting rod 2, or guardrail 41 is worn or damaged, the clamping rod 12 can be removed from the mounting groove 11 of the handrail 3 and connecting rod 2 to loosen them for disassembly. When the guardrail 41 or parts on the guardrail are damaged, the rotating sleeves 43 at both ends of the guardrail 41 can be rotated to retract the locking rod 44 into the guardrail 41, separating the guardrail 41 from the post 1. The rotating sleeves 43 can be struck to separate them from the guardrail 41, allowing the guardrail 41 or parts on the guardrail 41 to be interchanged, improving the efficiency of disassembly and assembly. In contrast, the crossbeams of traditional railings are often welded, and after damage, they can be replaced by cutting and welding. The railing of this application saves maintenance time and improves the efficiency of disassembly and assembly.
[0042] The above-described technical solution of this utility model addresses the problem that existing technical solutions are too simplistic and provides a solution that is significantly different from existing technologies. The parts not covered in this application's technical solution are the same as or can be implemented using existing technologies, and will not be described in detail here.
[0043] The technical solutions in the above embodiments have clearly and completely described the content of this utility model. Obviously, the described embodiments are only some embodiments of this utility model, not all embodiments. Based on the embodiments of this utility model, all other embodiments obtained by those skilled in the art without creative effort are within the protection scope of this utility model.
Claims
1. A reinforcement structure for bridge railings, characterized in that, include: A column, wherein an installation groove is provided on the column, and a connecting rod and a support rod are respectively installed in the installation groove; A clamping rod is disposed in the mounting groove, and the clamping rod cooperates with the connecting rod and the support rod respectively; A protective rod is mounted on the column. One end of the protective rod is rotatably fitted with a rotating sleeve. A locking rod that engages with the column is threaded onto the rotating sleeve. The rotating sleeve rotates to control the locking rod to extend or retract within the protective rod.
2. The bridge railing reinforcement structure according to claim 1, characterized in that, A groove is provided on the guard rod, and bent rods are arranged in a linear array in the groove. A first locking member is provided on the bent rods to fit into the groove.
3. The bridge railing reinforcement structure according to claim 2, characterized in that, A groove is provided on the bent rod, and a support rod is slidably disposed in the groove. One end of the support rod is engaged with a rubber sleeve. A sleeve is rotatably mounted on the bent rod, and a telescopic rod is slidably mounted on the sleeve. A rotating seat that cooperates with the support rod is mounted on the telescopic rod.
4. The bridge railing reinforcement structure according to claim 3, characterized in that, The bent rod is provided with a third locking element that cooperates with the support rod.
5. The bridge railing reinforcement structure according to claim 3, characterized in that, The sleeve is provided with a second locking member, which cooperates with the telescopic rod.
6. The bridge railing reinforcement structure according to claim 1, characterized in that, The column is equipped with a bracket, the bracket has an installation hole, the clamp is engaged in the installation hole, and the bracket has a water outlet groove.
7. A bridge railing reinforcement structure according to claim 6, characterized in that, A protective plate is provided on one side of the column to block the mounting hole.
8. A bridge railing reinforcement structure according to claim 6, characterized in that, A rubber ring that mates with the clamp rod is snapped into the mounting hole.
9. A bridge railing reinforcement structure according to claim 8, characterized in that, The rubber ring is provided with a guide block, and the lever is provided with a stop block that cooperates with the guide block.
10. A bridge railing reinforcement structure according to claim 1, characterized in that, The column is equipped with a baffle and an inclined plate, and the inclined plate engages with the baffle.