Anti-seismic and damping connecting mechanism for bridge guardrail
By designing a split guardrail and a buffer mechanism, the problem of swaying of bridge guardrails when vehicles are driving is solved, achieving the effect of earthquake resistance and shock absorption, and enhancing stability.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- CCCC HUAJIE (XIAN) TRANSPORTATION TECH CO LTD
- Filing Date
- 2025-05-30
- Publication Date
- 2026-05-05
AI Technical Summary
Bridge railings are not easy to install in an earthquake-resistant manner during use. Vibrations from vehicles can cause the railings to sway, reducing their stability.
The design employs a split guardrail embedded in the card plate, combined with a corrugated metal plate and a buffer mechanism to disperse longitudinal vibration energy and absorb lateral impact force, forming a double energy absorption structure through the buffer mechanism.
It improves the seismic performance of bridge railings, making them suitable for low-to-medium intensity vibration scenarios, and enhances the stability and shock absorption effect of the railings.
Smart Images

Figure CN224199775U_ABST
Abstract
Description
Technical Field
[0001] This utility model relates to the technical field of bridge railings, specifically to a bridge railing anti-seismic and damping connection mechanism. Background Technology
[0002] Bridge railings are guardrails installed on bridges. Their purpose is to prevent out-of-control vehicles from going off the bridge, and they also serve to prevent vehicles from breaking through, passing under, or overturning the bridge, as well as to beautify the bridge structure.
[0003] Currently, it is inconvenient to install seismic-resistant guardrails on bridges. When vehicles drive on the bridge, the vibrations may cause the guardrails to sway, thus reducing their stability. Utility Model Content
[0004] The purpose of this utility model is to provide a bridge railing anti-seismic and damping connection mechanism to solve the problem mentioned in the background art that it is currently inconvenient to install anti-seismic devices on bridges, and that the vibration generated by vehicles on the bridge may cause the railing to sway when used on the bridge, thereby reducing the stability of the railing.
[0005] To achieve the above objectives, this utility model provides the following technical solution: a bridge railing anti-seismic and damping connection mechanism, comprising a connecting plate, a base fixedly connected to the bottom of the connecting plate, a first fixing bolt threadedly connected to the inner wall of the base, a railing rod movably connected to the inner wall of the connecting plate, a clamping plate movably connected to the outer wall of the railing rod, a second fixing bolt threadedly connected to the inner wall of the clamping plate, a metal plate disposed above the railing rod, the metal plate being movably connected to the inner wall of the connecting plate, and a buffer mechanism disposed on the inner wall of the metal plate.
[0006] Preferably, the guardrails are symmetrically arranged around the central axis of the plate, the plate is provided with a slide rail, and the plate is slidably connected to the guardrails.
[0007] Preferably, the metal plate is wavy and is located between the two guardrails.
[0008] Preferably, the buffer mechanism includes a damping buffer, a fixing plate, a third fixing bolt, a connector, and a buffer spring. The fixing plate is threadedly connected to the top outer wall of the damping buffer. The third fixing bolt is provided below the fixing plate and is threadedly connected to the outer wall of the damping buffer. The connector is provided below the third fixing bolt and is threadedly connected to the outer wall of the damping buffer. A buffer spring is provided on the outside of the damping buffer, and the bottom of the buffer spring is connected to a retaining plate.
[0009] Preferably, the damping buffer penetrates the metal plate and extends to the inner wall of the lower card plate, and both the metal plate and the card plate are perforated.
[0010] Compared with the prior art, the beneficial effects of this utility model are:
[0011] 1. The bridge railing anti-vibration and shock absorption connection mechanism is installed by embedding the split railing into the card plate, which improves the strength. The corrugated metal plate in the middle disperses the longitudinal vibration energy through deformation and can elastically recover after impact, which is suitable for medium and small intensity vibration scenarios.
[0012] 2. The bridge railing's seismic damping connection mechanism, through the buffer mechanism located between the metal plate and the card plate, forms a double energy-absorbing structure that can absorb lateral impact forces. Attached Figure Description
[0013] Figure 1 This is a front view structural diagram of the present invention;
[0014] Figure 2 This is a schematic diagram showing the connection between the guardrail and the metal plate of this utility model;
[0015] Figure 3 This is a schematic diagram of the connecting plate structure of this utility model;
[0016] Figure 4 This is a schematic diagram of the buffer mechanism of this utility model.
[0017] In the diagram: 1. Connecting plate; 101. Connecting groove; 2. Base; 3. First fixing bolt; 4. Guardrail; 5. Clamping plate; 6. Second fixing bolt; 7. Metal plate; 8. Buffer mechanism; 801. Damping buffer; 802. Fixing plate; 803. Third fixing bolt; 804. Connecting piece; 805. Buffer spring. Detailed Implementation
[0018] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.
[0019] Please see Figure 1-4This utility model provides a technical solution: a bridge railing anti-vibration and shock-absorbing connection mechanism, including a connecting plate 1, a base 2 fixedly connected to the bottom of the connecting plate 1, a first fixing bolt 3 threadedly connected to the inner wall of the base 2, a railing 4 movably connected to the inner wall of the connecting plate 1, a clamping plate 5 movably connected to the outer wall of the railing 4, the railing 4 being symmetrically arranged around the central axis of the clamping plate 5, a slide rail being provided inside the clamping plate 5, the clamping plate 5 being slidably connected to the railing 4, a second fixing bolt 6 threadedly connected to the inner wall of the clamping plate 5, a metal plate 7 being provided above the railing 4, the metal plate 7 being wavy, the metal plate 7 being located between two railing 4, the metal plate 7 being movably connected to the inner wall of the connecting plate 1, a buffer mechanism 8 being provided on the inner wall of the metal plate 7, the split railing 4 being embedded into the clamping plate 5 before installation, improving strength, the wavy metal plate 7 in the middle dispersing longitudinal vibration energy through deformation, and elastically recovering after impact, suitable for medium and small intensity vibration scenarios;
[0020] The buffer mechanism 8 includes a damping buffer 801, a fixing plate 802, a third fixing bolt 803, a connector 804, and a buffer spring 805. The fixing plate 802 is threadedly connected to the top outer wall of the damping buffer 801. The third fixing bolt 803 is located below the fixing plate 802 and is threadedly connected to the outer wall of the damping buffer 801. The connector 804 is located below the third fixing bolt 803 and is threadedly connected to the outer wall of the damping buffer 801. The buffer spring 805 is located on the outside of the damping buffer 801 and is connected to the bottom of the clamping plate 5. The damping buffer 801 passes through the metal plate 7 and extends to the inner wall of the clamping plate 5 below. Both the metal plate 7 and the clamping plate 5 are perforated. Through the buffer mechanism 8, which is located between the metal plate 7 and the clamping plate 5, a double energy absorption structure is formed, which can absorb lateral impact force.
[0021] Working principle: First, the device is placed in the designated position, and the split guardrail 4 is embedded into the card plate 5 for installation to improve strength. The corrugated metal plate 7 in the middle disperses longitudinal vibration energy through deformation and can elastically recover after impact, which is suitable for medium and small intensity vibration scenarios. The buffer mechanism 8 is located between the metal plate 7 and the card plate 5 to form a double energy absorption structure, which can absorb lateral impact force. This completes the operation process of a bridge guardrail anti-vibration and shock absorption connection mechanism.
[0022] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.
Claims
1. A seismic damping connection mechanism for bridge railings, characterized in that, The system includes a connecting plate (1), a base (2) fixedly connected to the bottom of the connecting plate (1), a first fixing bolt (3) threadedly connected to the inner wall of the base (2), a guardrail (4) movably connected to the inner wall of the connecting plate (1), a clamping plate (5) movably connected to the outer wall of the guardrail (4), a second fixing bolt (6) threadedly connected to the inner wall of the clamping plate (5), a metal plate (7) above the guardrail (4), the metal plate (7) movably connected to the inner wall of the connecting plate (1), and a buffer mechanism (8) provided on the inner wall of the metal plate (7).
2. The bridge railing seismic damping connection mechanism according to claim 1, characterized in that: The guardrail (4) is symmetrically arranged around the central axis of the clamping plate (5), and a slide rail is provided inside the clamping plate (5). The clamping plate (5) is slidably connected to the guardrail (4).
3. The bridge railing seismic damping connection mechanism according to claim 1, characterized in that: The metal plate (7) is wavy and is located between the two guardrails (4).
4. The bridge railing seismic damping connection mechanism according to claim 1, characterized in that: The buffer mechanism (8) includes a damping buffer (801), a fixing plate (802), a third fixing bolt (803), a connector (804), and a buffer spring (805). The top outer wall of the damping buffer (801) is threaded with the fixing plate (802). The third fixing bolt (803) is provided below the fixing plate (802) and is threaded to the outer wall of the damping buffer (801). The connector (804) is provided below the third fixing bolt (803) and is threaded to the outer wall of the damping buffer (801). The buffer spring (805) is provided on the outside of the damping buffer (801), and the bottom of the buffer spring (805) is connected to the clamping plate (5).
5. The bridge railing seismic damping connection mechanism according to claim 4, characterized in that: The damping buffer (801) penetrates the metal plate (7) and extends to the inner wall of the lower card plate (5), both the metal plate (7) and the card plate (5) are perforated.