高强钢绞线网-聚合砂浆加固混凝土梁的受弯承载力计算  

Calculation for the Bending Ultimate Strength of RC Beams Strengthened with High-strength Steel Wire Mash and Polymer Mortar

作　　者：徐明刚[1] 傅传国[2] 邱洪兴[1] 

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

出　　处：《工程抗震与加固改造》2007年第4期9-12,共4页Earthquake Resistant Engineering and Retrofitting

摘　　要：作为一种新型的加固技术,高强钢绞线网-聚合砂浆加固法具有耐高温、耐老化、耐腐蚀、加固性能可靠等优点。本文在试验的基础上,提出了高强钢绞线网-聚合砂浆加固混凝土梁受弯承载力计算方法。As a new method of strengthening, rehabilitation with stainless steel wire mesh and permeability polymer has many advantages of resistance to fire, corrosion, ageing and good reinforced capability. On the bassis of test researches, a method of calculating for the bending ultimate strength of RC beams strengthened with high-strength steel wire mash and polymer mortar is put forward.

关 键 词：高强钢绞线网 聚合砂浆 加固 

分 类 号：TU375.1[建筑科学—结构工程]