Device and method for enhancing shock resistance of concrete member by using steel-clad reinforcement method

By applying a high-seismic steel-packed reinforcement mechanism and an intelligent glue filling machine to inject seismic curing agent on concrete components, the problem of insufficient resistance to dynamic loads by traditional reinforcement methods is solved, and the seismic performance and structural safety of concrete components are significantly improved.

CN119664134AActive Publication Date: 2025-03-21BEIJING ZHONGAN ZHUBANG CONSTR CO LTD
6 Cites 0 Cited by

Patent Information

Application Number
CN202411847216.1
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-12-16
Publication Date
2025-03-21
Estimated Expiration
2044-12-16

AI Technical Summary

Technical Problem

Traditional reinforcement methods mainly focus on the improvement of static bearing capacity, insufficient resistance to dynamic loads (such as earthquakes), and the existing Baosteel reinforcement method has poor reinforcement effect on large-scale concrete components.

Method used

High-seismic steel-clad reinforcement mechanism, including U-shaped steel plates, U-shaped grooves, reinforcement layers and seismic raised blocks, are filled with seismic curing agent through intelligent glue filling machines, and the curing process is controlled by a portable hot and cold fan to enhance the seismic performance of concrete components.

Benefits of technology

It improves the seismic performance and structural safety of concrete components, enhances the overall stability and load-bearing capacity of the reinforced structure, and is suitable for the reinforcement of large-scale concrete components.

✦ Generated by Eureka AI based on patent content.
Patent Text Reader

Abstract

The invention relates to the technical field of reinforcement, in particular to a device and a method for enhancing the shock resistance of a concrete member by using a steel-clad reinforcement method, and solves the problems that the resistance of a dynamic load (such as an earthquake) is not considered sufficiently, and the reinforcement effect on a large batch of concrete members in the same area is poor. Comprising a concrete column, and the outer side of the concrete column is provided with a high-seismic-resistance steel-clad reinforcing mechanism. When an earthquake occurs, the overall anti-seismic performance of the concrete column can be improved through the specially-made U-shaped steel plates and the reinforcing layer formed by curing the anti-seismic curing agent, and the U-shaped steel plates located on the multiple concrete columns installed in the same area can be connected through the concrete column connecting and pressure-resisting mechanism; by means of the technical scheme, the anti-seismic performance of equipment is improved, and meanwhile the overall compressive strength of a plurality of reinforced structures installed in the same area can be improved.
Need to check novelty before this filing date? Find Prior Art