高强钢绞线网-聚合物砂浆加固砖墙受剪承载力计算新方法  

New Strengthening Method for Shear Bearing Capacity of Brick Wall with High-Strength Wire Cable and Polymer Mortar

作　　者：徐明刚[1] 邱洪兴[1] 傅传国[2] 

机构地区：[1]东南大学土木工程学院,南京210096 [2]山东建筑大学土木工程学院,济南250101

出　　处：《建筑科学》2008年第5期71-73,77,共4页Building Science

摘　　要：高强钢绞线网—聚合物砂浆加固法是一种新型的加固方法,它具有耐火、耐腐蚀、耐老化的优点。本文通过分析当前高强钢绞线网—聚合物砂浆加固砖墙受剪承载力计算方法中存在的问题和缺陷,提出了新的合理的承载力计算理论和方法。通过与试验结果对比,验证了新方法的准确性和优越性,可供工程设计参考。Rehabilitation of members with high-strength wire mesh and polymer mortar is a new method of structural strengthening with the advantage of resistance to fire,corrosion and ageing.This paper analyzed the problem and disadvantage of the calculation method of shear bearing capacity of Brick walls strengthened with the high-strength wire mesh and polymer mortar and created the reasonable calculation theory and method,which can give a reference to engineering design. The theoretical and experimental results validate the veracity and advantage of the new method.

关 键 词：高强钢绞线网 聚合砂浆 加固 

分 类 号：TU320.2[建筑科学—结构工程]