Steel corrugated plate sleeve lining reinforcing structure for simply supported beam bridge

CN224531485UActive Publication Date: 2026-07-21GANSU PROVINCE TRANSPORTATION PLANNING SURVEY & DESIGN INST +1
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
GANSU PROVINCE TRANSPORTATION PLANNING SURVEY & DESIGN INST
Filing Date
2025-09-02
Publication Date
2026-07-21

AI Technical Summary

Technical Problem

Existing simply supported beam bridges suffer from problems such as transverse cracks at the bottom of the beams, insufficient structural stiffness, and insufficient load-bearing capacity when faced with increased traffic volume and heavy vehicles. Existing reinforcement methods cannot effectively improve the structural stiffness and load-bearing capacity of the bridges, and the construction operation is difficult.

Method used

A steel corrugated plate lining reinforcement structure is adopted. The steel corrugated plates are arranged in a ring along the longitudinal direction of the bridge and fixed to the concrete side walls. Self-leveling concrete is poured inside to form a ring space. It is then fixed to the original bridge main beam by shear studs, L-shaped rebars and steel mesh, which increases the cross-sectional reinforcement ratio and enhances the structural stiffness and load-bearing capacity.

Benefits of technology

It significantly improves the overall stiffness and load-bearing capacity of the bridge, inhibits the development of transverse cracks at the bottom of the beam, makes the main beam more uniformly stressed, and simplifies construction operations.

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Abstract

The utility model discloses a steel corrugated sheet sleeve lining reinforcing structure for simply supported beam bridge, including setting in the steel corrugated sheet of original bridge main girder below and original bridge abutment front, steel corrugated sheet is arranged in annular along bridge longitudinal direction, is arranged along bridge transverse full section, forms annular space with original bridge main girder and original bridge abutment, in it pours and has self -leveling concrete, steel corrugated sheet is supported on concrete side wall and is fixed with it, the bottom of concrete side wall is provided with side wall foundation, and concrete side wall and side wall foundation are fixed with original bridge abutment through the connection of planting the steel bar between two sides, and the side wall foundation interval is provided with longitudinal support beam, and the lower side of longitudinal support beam and side wall foundation is provided with cushion, and the upper side is provided with the earth filling, the utility model can realize the overall stiffness of bridge transverse that has increased greatly, makes each piece main girder of whole bridge stress more evenly, avoids forming single board stress state.
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