Steel reinforced box retaining wall and construction method
By combining box-type steel frame and dense wire mesh, the overall strength and tensile strength of the retaining wall are enhanced, the problem of poor splicing strength of prefabricated box bodies is solved, and rapid construction and efficient retaining wall construction are achieved.
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- SHANDONG ELECTRIC POWER CONSTR NO 2
- Filing Date
- 2026-04-10
- Publication Date
- 2026-05-29
AI Technical Summary
In existing technologies, retaining walls constructed from precast box girder joints have poor strength, long construction periods, prolonged slope exposure time, and significant risks. Furthermore, traditional construction methods involve a large workload and low efficiency.
The retaining wall frame is constructed by splicing multiple box-type steel frame structures, combined with dense wire mesh and steel strands. The overall strength and tensile capacity are enhanced by connecting steel mesh panels and concrete blocks. Concrete formwork is prefabricated in the factory to reduce on-site construction time.
While ensuring the strength of the retaining wall, the construction time was shortened, the construction efficiency was improved, the slope exposure time was reduced, the risk was lowered, and the convenience and durability of construction were improved.
Smart Images

Figure CN122106115A_ABST