一种超长超高镂空砖墙结构

By employing a steel frame and rebar tie system in the ultra-long and ultra-high hollow brick wall, the problem of aesthetic impact caused by traditional reinforcement methods has been solved, achieving a balance between stability and facade effect.

CN224514484UActive Publication Date: 2026-07-17THE SECOND CONSTRUCTION ENGINEERING CO LTD CCSEB

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
THE SECOND CONSTRUCTION ENGINEERING CO LTD CCSEB
Filing Date
2025-08-29
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing technologies struggle to simultaneously ensure stability and aesthetic appearance in ultra-long and ultra-high hollow brick wall structures, and traditional reinforcement methods are aesthetically unappealing and have limited effectiveness.

Method used

A steel frame is used as the main load-bearing component to replace the traditional structural columns. A tie system is formed by steel bars to connect the square tube frame to the main structure. The three-groove structure of the hollow bricks is used to reinforce the stability of the wall surface.

Benefits of technology

This resulted in an ultra-long and ultra-high hollow brick wall with a simple structure, easy construction, and resistance to deformation, thus improving the overall resistance to lateral displacement and the stability of the wall surface.

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Abstract

本实用新型公开了一种超长超高镂空砖墙结构,包括混凝土框架,混凝土框架的顶部和底部向前设置有顶部框架梁和底部框架梁,混凝土框架的左部和右部向前设置有左部框架梁和右部框架梁,顶部框架梁、底部框架梁、左部框架梁以及右部框架梁之间设置有由若干横向排列和纵向排列的镂空砖砌筑而成的墙面结构,镂空砖包括前后贯通的砖体,砖体的顶部、左部和右部均设置有凹槽,纵向排列的镂空砖之间设置有水平钢筋,水平钢筋穿设在横向排列的镂空砖顶部的凹槽内,横向排列的镂空砖之间设置有竖向钢筋,竖向钢筋穿设在纵向排列的镂空砖左部或 / 和右部的凹槽内。本申请减少了对镂空砖外立面连续性的破坏,利用镂空砖的三凹槽结构达到加固墙面稳定性的目的。
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