一种内置负泊松比蜂窝结构的冷弯薄壁型钢组合墙体

By setting a composite load-bearing system of negative Poisson's ratio honeycomb structure layer and covering panel in cold-formed thin-walled steel composite wall, the problem of insufficient seismic performance of traditional walls is solved, and the shear bearing capacity, structural ductility and overall stability are improved.

CN122406883APending Publication Date: 2026-07-17NANCHANG UNIV
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Patent Information

Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
NANCHANG UNIV
Filing Date
2026-06-17
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Traditional cold-formed thin-walled steel composite walls have insufficient seismic performance, poor local stability, and need to improve overall load-bearing capacity, making it difficult to simultaneously meet the requirements of lightweight, ease of assembly, and high seismic performance.

Method used

Negative Poisson's ratio honeycomb structure layers are set on the front and rear walls of the intermediate steel frame, and the outer panel is fixed to the outside of them, forming a composite force system in which the frame, honeycomb structure layer and panel share the force. The negative Poisson's ratio honeycomb structure layer effectively disperses and transmits internal forces under horizontal load.

Benefits of technology

It significantly improves the overall shear bearing capacity of the wall, enhances the structural ductility and energy dissipation capacity, delays local buckling, improves overall stability, and makes the structure more uniformly stressed and has high connection reliability.

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Abstract

本发明涉及钢结构装配式建筑技术领域,尤其涉及一种内置负泊松比蜂窝结构的冷弯薄壁型钢组合墙体,包括中间型钢骨架、负泊松比蜂窝结构层和覆面板,所述中间型钢骨架呈方框形结构,其前壁和后壁均连接有所述负泊松比蜂窝结构层,所述负泊松比蜂窝结构层的外壁固定有所述覆面板;所述负泊松比蜂窝结构层包括若干沿横向和纵向排列的镂空单元,每个所述镂空单元呈上下对称的沙漏形结构,多个沙漏形结构沿纵向首尾连接形成一列,多个沙漏形结构沿横向间隔设置,相邻所述沙漏形结构之间通过横向连接梁相连。本发明通过负泊松比蜂窝结构层在水平荷载作用下能够有效分散并传递内力,从而显著提高墙体整体抗剪承载力。
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