Corrugated steel beam with reinforcing ribs in combination with concrete

By introducing reinforcing ribs and concrete casting structures into the corrugated steel beams, the problems of stability and unstable connections of the corrugated steel beams were solved, achieving high tensile, compressive and shear bearing capacity, and improving the overall strength and seismic performance of the composite beams.

CN224412956UActive Publication Date: 2026-06-26BANZHU (JIANGSU) ENG DESIGN CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
BANZHU (JIANGSU) ENG DESIGN CO LTD
Filing Date
2025-07-29
Publication Date
2026-06-26

AI Technical Summary

Technical Problem

The existing corrugated web of the corrugated steel beam has insufficient stability, and the connection between the concrete and the corrugated steel beam is unstable, which affects the overall strength and seismic performance of the composite beam.

Method used

The design employs a reinforcing rib, which is welded between the corrugated web and the flange steel plate. Concrete and steel reinforcement are then poured through perforations to form a stable corrugated steel beam structure, thereby improving tensile, compressive, and shear bearing capacity and enhancing the connection stability between the concrete and the steel beam.

Benefits of technology

It improves the overall stability of corrugated steel beams and the strength and stiffness of concrete composite beams, enhances seismic performance, and reduces material costs.

✦ Generated by Eureka AI based on patent content.

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  • Figure CN224412956U_ABST
    Figure CN224412956U_ABST
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Abstract

The utility model discloses a corrugated steel beam with reinforced rib and concrete composite beam, including two end portion's end portion steel frame, two upper and lower distribution's flange steel sheet and install between two end portion steel frame two corrugated web, end portion steel frame is U type design, and first bolt hole is equidistantly seted up on end portion steel frame, through the welding fixed formation corrugated steel beam structure of flange steel sheet, end portion steel frame, corrugated web, strengthens rib welding between two flange steel sheet, corrugated web and flange steel sheet simultaneously, improves flange steel sheet's tensile, compression and shear capacity through the reinforced rib, greatly improves the stability of whole corrugated steel beam, through the space region concrete between two flange steel sheet, two end portion steel frame and two flange steel sheet of perforation, concrete will with reinforcing steel frame and pour into the shape, has improved the stability of concrete and corrugated steel beam connection, has improved the overall strength and stiffness of concrete composite beam and strength all have strengthened.
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