A mixed sidewalk bridge crash barrier structure

Abstract

The utility model discloses a kind of mixed road bridge crash barrier structures, belong to guardrail structure technical field, including the crash barrier structure by multiple groups of steel uprights and multiple groups of steel crossbeam, aluminum alloy punched plate is wrapped outside on the crash barrier structure, multiple groups of steel crossbeam equidistant welding in steel upright one side, the stainless steel handrail is arranged in the steel upright near steel crossbeam side, the stainless steel handrail is located between two groups of steel crossbeam, and close to steel upright top position, the steel upright top is provided with cover plate, the utility model discloses a kind of on the basis of satisfying motor vehicle crash requirement, give consideration to the safety of pedestrian, walking comfort and bridge landscape effect of crash barrier structure.

Description

Technical Field

[0001] This utility model relates to the field of guardrail structure technology, and in particular to a collision protection guardrail structure for mixed-traffic bridges. Background Technology

[0002] In bridge environments where pedestrians, non-motorized vehicles, and motorized vehicles share the same traffic, guardrails need to simultaneously meet multiple requirements, including vehicle collision protection and pedestrian safety. Traditional bridge guardrails often struggle to address these issues. While some guardrails can withstand vehicle impacts, they may create walkable surfaces, posing a safety hazard for pedestrians to climb. Some guardrails prioritize pedestrian safety but lack sufficient impact resistance. Furthermore, while some guardrails meet the height requirements for non-motorized vehicle lanes, their top crossbeams and handrails are too high, failing to provide adequate support and balance for pedestrians. Therefore, there is an urgent need for a comprehensive bridge crash barrier structure that can effectively solve these problems. Utility Model Content

[0003] In order to overcome the shortcomings of the existing technology, the technical problem to be solved by this utility model is to propose a crash barrier structure that meets the requirements for motor vehicle collision protection while taking into account pedestrian safety, walking comfort and bridge landscape effect.

[0004] To achieve this objective, the present invention adopts the following technical solution: This utility model provides a bridge anti-collision guardrail structure for mixed-traffic lanes, including an anti-collision structure composed of multiple sets of steel columns and multiple sets of steel beams. The anti-collision structure is covered with an aluminum alloy perforated plate. The multiple sets of steel beams are welded at equal intervals to one side of the steel columns. A stainless steel handrail is provided on the side of the steel column near the steel beams. The stainless steel handrail is located between two sets of steel beams and near the top of the steel column. A cover plate is provided on the top of the steel column.

[0005] A preferred embodiment of this utility model is that it further includes a railing base and a main beam, wherein the railing base is disposed on the main beam, and multiple sets of steel columns are disposed at equal intervals on the railing base.

[0006] The preferred technical solution of this utility model is that a steel plate is pre-embedded inside the railing base, the steel plate is located at the bottom of the steel column, and several sets of reinforcing bars are welded to the bottom of the steel plate.

[0007] The preferred technical solution of this utility model is that the steel crossbeam is composed of multiple sets of connecting beams, and the multiple sets of connecting beams are connected by connecting sleeves, with both ends of the connecting sleeves passing through the connecting beams to form the steel crossbeam.

[0008] The preferred technical solution of this utility model is that one end of the connecting sleeve is inserted into the connecting beam and fixedly connected by bolts, and one end of the connecting sleeve is a free end that is inserted into the connecting beam at the other end.

[0009] A preferred embodiment of this invention is that the connection between the connecting sleeve and the connecting beam is sealed with waterproof putty.

[0010] Compared with the prior art, the beneficial effects of this utility model are as follows: The anti-collision guardrail structure for mixed-traffic bridges provided by this utility model meets the anti-collision requirements for motor vehicles through an anti-collision structure composed of steel beams and steel columns, and can effectively prevent motor vehicles from running off the bridge; the outer aluminum alloy perforated plate avoids the steel beams from forming a treadable surface, preventing pedestrians from climbing and ensuring pedestrian safety, while its customizable pattern feature enhances the bridge's appearance; the stainless steel tube handrail provides support and balance for pedestrians, taking into account their walking comfort. Attached Figure Description

[0011] Figure 1 This is a schematic diagram of the anti-collision guardrail structure provided in a specific embodiment of this utility model; Figure 2 This is a side view of the anti-collision guardrail structure provided in a specific embodiment of this utility model; Figure 3 This is a schematic diagram of the steel beam structure provided in a specific embodiment of this utility model; Figure 4 This is provided in a specific embodiment of the present utility model. Figure 3 Cross-sectional view of the BB structure.

[0012] The attached diagram lists the components represented by each number as follows: 1. Steel column; 11. Steel plate; 12. Cover plate; 2. Steel beam; 21. Connecting sleeve; 22. Bolt; 3. Aluminum alloy perforated plate; 4. Stainless steel handrail; 5. Main beam; 6. Railing base; 7. Waterproof putty. Detailed Implementation

[0013] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0014] A collision protection railing structure for a mixed-traffic bridge includes a collision protection structure composed of multiple sets of steel columns 1 and multiple sets of steel beams 2. The collision protection structure is covered with an aluminum alloy perforated plate 3. The multiple sets of steel beams 2 are welded at equal intervals to one side of the steel columns 1. A stainless steel handrail 4 is provided on the side of the steel column 1 near the steel beams 2. The stainless steel handrail 4 is located between two sets of steel beams 2 and near the top of the steel column 1. A cover plate 12 is provided on the top of the steel column 1.

[0015] The anti-collision structure, composed of steel columns 1 and steel beams 2, uses multiple sets of steel beams 2 welded at equal intervals to evenly distribute the impact force of motor vehicles, improving overall anti-collision performance and effectively preventing motor vehicles from running off the bridge. The outer aluminum alloy perforated plate 3 covers the connection gap between the steel beams 2 and the steel columns 1, preventing the formation of a walkable surface and preventing pedestrians from climbing. At the same time, the perforated plate can be designed with patterns to enhance the bridge's aesthetics. The stainless steel handrail 4 is set between the two sets of steel beams 2 and near the top, with a height adapted to the support needs of pedestrians, providing balance and support for pedestrians and improving walking comfort. The cover plate 12 on the top of the steel column 1 can cover the top structure of the steel column 1, which not only beautifies the appearance but also prevents rainwater and debris from entering the column and causing corrosion. Taking into account safety, practicality, and aesthetics, it has significant practical value.

[0016] As a possible implementation of this solution, preferably, it also includes a railing base 6 and a main beam 5, wherein the railing base 6 is disposed on the main beam 5, and multiple sets of the steel columns 1 are disposed at equal intervals on the railing base 6.

[0017] The railing base 6 connects the steel column 1 to the main beam 5. Multiple sets of steel columns 1 are evenly spaced on the railing base 6, which makes the steel column 1 more evenly stressed, enhances the connection stability between the railing and the main body of the bridge, and avoids excessive stress on a single steel column 1, which could lead to tilting or damage.

[0018] As a possible implementation of this solution, preferably, a steel plate 11 is pre-embedded inside the railing base 6, the steel plate 11 is located at the bottom of the steel column 1, and several sets of reinforcing bars are welded to the bottom of the steel plate 11.

[0019] The embedded steel plate 11 in the railing base 6 and the steel bars welded to the bottom can increase the connection area and friction between the steel column 1 and the railing base 6, and transfer the load borne by the steel column 1 to the main beam 5, further improving the overall anti-overturning ability and structural stability of the railing. As a possible implementation of this solution, preferably, the steel beam 2 is composed of multiple sets of connecting beams, which are connected by connecting sleeves 21, with both ends of the connecting sleeves 21 passing through the connecting beams to form the steel beam 2.

[0020] The connecting sleeve 21 connects multiple sets of connecting beams to form a steel crossbeam 2, which facilitates the segmented processing, transportation and installation of the steel crossbeam 2. At the same time, the connecting sleeve 21 can ensure the coaxiality between the connecting beams and improve the overall rigidity of the steel crossbeam 2. As a possible implementation of this solution, preferably, one end of the connecting sleeve 21 is inserted into the connecting beam and fixedly connected by bolts 22, and one end of the connecting sleeve 21 is a free end that is inserted into the connecting beam at the other end.

[0021] One end of the connecting sleeve 21 is fixed with bolt 22, and the other end is freely inserted into the connecting beam. This not only ensures the reliability of the connection, but also provides space for the expansion and contraction of the steel beam 2 due to temperature changes, so as to avoid deformation or damage to the structure due to thermal expansion and contraction.

[0022] As a possible implementation of this solution, preferably, the connection between the connecting sleeve 21 and the connecting beam is sealed with waterproof putty 7. The waterproof putty 7 seals the connection between the connecting sleeve 21 and the connecting beam, which can prevent rainwater, dust and other substances from entering the connection part, prevent the bolt 22 and the connecting sleeve 21 from rusting, and extend the service life of the guardrail.

[0023] This utility model has been described through preferred embodiments. Those skilled in the art will understand that various changes or equivalent substitutions can be made to these features and embodiments without departing from the spirit and scope of this utility model. This utility model is not limited to the specific embodiments disclosed herein; other embodiments falling within the scope of the claims of this application are all within the protection scope of this utility model.

Claims

1. A crash barrier structure for a bridge with mixed traffic lanes, characterized in that: The anti-collision structure consists of multiple sets of steel columns (1) and multiple sets of steel beams (2). The anti-collision structure is covered with an aluminum alloy perforated plate (3). The multiple sets of steel beams (2) are welded at equal intervals on one side of the steel columns (1). A stainless steel handrail (4) is provided on the side of the steel column (1) near the steel beams (2). The stainless steel handrail (4) is located between two sets of steel beams (2) and near the top of the steel column (1). A cover plate (12) is provided on the top of the steel column (1).

2. The anti-collision guardrail structure for a mixed-traffic bridge according to claim 1, characterized in that: It also includes a railing base (6) and a main beam (5), wherein the railing base (6) is set on the main beam (5), and multiple sets of steel columns (1) are set at equal intervals on the railing base (6).

3. The anti-collision guardrail structure for a mixed-traffic bridge according to claim 2, characterized in that: The railing base (6) has a steel plate (11) pre-embedded inside. The steel plate (11) is located at the bottom of the steel column (1). Several sets of reinforcing bars are welded to the bottom of the steel plate (11).

4. The anti-collision guardrail structure for a mixed-traffic bridge according to claim 1, characterized in that: The steel crossbeam (2) is composed of multiple sets of connecting beams, which are connected by connecting sleeves (21). The two ends of the connecting sleeves (21) pass through the connecting beams to form the steel crossbeam (2).

5. The anti-collision guardrail structure for a mixed-traffic bridge according to claim 4, characterized in that: One end of the connecting sleeve (21) is inserted into the connecting beam and fixedly connected by bolts (22). One end of the connecting sleeve (21) is a free end that is inserted into the connecting beam at the other end.

6. The anti-collision guardrail structure for a mixed-traffic bridge according to claim 5, characterized in that: The connection between the connecting sleeve (21) and the connecting beam is sealed with waterproof putty (7).

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