一种现有跨河桥梁与新建堤防衔接结构

By introducing a combined structure of buffer and connecting parts at the junction of the bridge and the newly built embankment, the problem of poor buffering effect at the connection between the bridge and the embankment was solved, the horizontal impact force was effectively absorbed, the service life was extended and the traffic stability was improved.

CN224514032UActive Publication Date: 2026-07-17ZHEJIANG FENGMAO SHENGYE CONSTR CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
ZHEJIANG FENGMAO SHENGYE CONSTR CO LTD
Filing Date
2025-07-29
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

The existing bridges connecting to the newly built embankments have poor buffering effects and cannot effectively absorb the horizontal forces caused by river scouring and traffic flow, resulting in a reduced service life.

Method used

The system employs a combination structure of buffer and connection parts, including components such as dampers, connecting discs, support columns, and compression springs. The damper absorbs impact forces through fluid flow and the spring's extension and contraction, while the connection part's interlocking mechanism compensates for temperature changes, thus achieving a stable connection.

Benefits of technology

It improved the buffering effect at the connection between the bridge and the river embankment, extended the overall service life, ensured the smooth passage of vehicles and pedestrians, and reduced the risk of structural damage.

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Abstract

本申请涉及一种现有跨河桥梁与新建堤防衔接结构,属于桥梁工程技术领域,包括河堤,所述河堤的底部设有缓解落差的预制组件,所述预制组件的左侧设有对震动动力进行吸收实现缓冲的连接组件,所述连接组件的底部固定有连接柱,所述连接柱的左侧与河堤的左侧壁相固定,所述连接组件远离预制组件的一侧设有供车辆通行的河桥。该现有跨河桥梁与新建堤防衔接结构,通过缓冲部和两个连接部相配合,能够对桥面水平方向的晃动进行吸收,从而实现良好的缓冲效果,进一步预制组件和连接组件相配合,能够降低高度突变,更加平滑稳定与河桥连接,从而便于车辆和行人通过,缓冲部和连接部能够对冲击进行有效吸收,从而提高整体的使用寿命。
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Claims

1. A structure for connecting an existing river-crossing bridge to a newly built dike, comprising a river dike (1), characterized in that: The bottom of the river embankment (1) is provided with a prefabricated component (2) to alleviate the drop. The left side of the prefabricated component (2) is provided with a connecting component (4) to absorb the vibration force and achieve buffering. The bottom of the connecting component (4) is fixed with a connecting column (3). The left side of the connecting column (3) is fixed to the left side wall of the river embankment (1). The side of the connecting component (4) away from the prefabricated component (2) is provided with a river bridge (5) for vehicles to pass through. The connecting assembly (4) includes a metal shell (401) fixed to the top of the connecting column (3). The left side wall of the inner cavity of the metal shell (401) is provided with a buffer part (402) extending into the river bridge (5). A connecting fence (403) is fixed to the top of the metal shell (401). The left and right sides of the connecting fence (403) are provided with connecting parts (404) that can be connected. The left and right sides of the connecting parts (404) are fixed to the river bridge (5) and the prefabricated assembly (2) respectively.

2. The connecting structure of an existing river-crossing bridge and a newly-built embankment according to claim 1, characterized in that: The prefabricated component (2) includes a prefabricated road surface (201) and a prefabricated fence (202). The prefabricated road surface (201) is fixed to the top of the river embankment (1), and the top of the prefabricated road surface (201) is fixed to the prefabricated fence (202).

3. The connecting structure of an existing river-crossing bridge and a newly-built embankment according to claim 2, characterized in that: The river bridge (5) includes multiple piers (501), a bridge deck (502) and a guardrail (503). The tops of the multiple piers (501) are fixed to the bridge deck (502), and the tops of the bridge deck (502) are fixed to the guardrail (503).

4. The connecting structure of an existing river-crossing bridge and a newly-built embankment according to claim 3, characterized in that: The buffer section (402) includes a damper (4021), a connecting plate (4022), a support column (4023), and a connecting flange (4024). The right side wall of the inner cavity of the metal shell (401) is fixed to the damper (4021). The output end of the damper (4021) is fixed to the connecting plate (4022). The side of the connecting plate (4022) away from the damper (4021) is fixed to the support column (4023) extending into the bridge deck (502). The support column (4023) is fixed to the left side wall of the inner cavity of the bridge deck (502) through the connecting flange (4024).

5. The structure according to claim 4, wherein: Two extension plates are fixed on the left side of the metal shell (401) and outside the buffer part (402), and two clearance grooves are opened on the right side of the bridge deck (502). The two extension plates extend into the two clearance grooves respectively and are movably connected to the clearance grooves.

6. The structure according to claim 4, wherein: A compression spring is fixed to the right side wall of the inner cavity of the metal shell (401) and to the outside of the damper (4021), and the compression spring is fixed to the left side wall of the connecting plate (4022).

7. The connecting structure of an existing river-crossing bridge and a newly built embankment according to claim 3, characterized in that: The two connecting parts (404) are fixed to the guardrail (503) and the prefabricated fence (202) respectively, and the left side of the metal shell (401) is fixed to the prefabricated road surface (201).

8. The connecting structure of an existing river-crossing bridge and a newly built embankment according to claim 1, characterized in that: Each of the connecting parts (404) includes a housing (4041), two threaded rods (4042), two movable blocks (4043), a tension spring (4044), and two stabilizing nuts (4045). The housing (4041) abuts against the connecting fence (403). The two threaded rods (4042) penetrate the housing (4041) and penetrate the connecting fence (403) and the prefabricated fence (202) or guardrail (503), respectively. The outer surfaces of the two threaded rods (4042) located inside the housing (4041) are threadedly connected to the two movable blocks (4043). The opposite sides of the two movable blocks (4043) are fixed to the tension spring (4044). The two threaded rods (4042) located outside the housing (4041) are threadedly connected to the two stabilizing nuts (4045).