摘要
通过进行钢丝网钢筋砂浆加固和钢丝网砂浆加固混凝土梁受弯对比试验研究。结果表明,钢丝网钢筋砂浆加固不仅具有与钢丝网砂浆加固相同的优点,而且可大幅度提高被加固构件的承载力。
A comparatively experimental study on flexural behavior between wire mesh/steel bar mortar-strengthening and wire mesh mortar strengthening RC beams was carried out.The research results showed that,the wire mesh/steel bar mortar-strengthening not only has the advantages similar to that of the wire mesh mortar strengthening but also may lead to a much higher load bearing capacity.
引文
1 蒋隆敏,张毛心.国内外关于钢丝网水泥砂浆用于 RC 结构加固的研究.世界地震工程,2004,20(2) :139-144
2 Mohd Zamin Jumaat 等著,许碧珺译.用钢丝网水泥砂浆叠合层加固钢筋混凝土梁.港工技术与管理,2003,(5) :35-40
3 尚守平,曾令宏,戴睿.钢丝网复合砂浆加固 RC 梁二次受力受弯试验研究.建筑结构学报,2000,26(5) :74-80