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 BC 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 .
出处
《建筑技术开发》
2007年第2期3-3,6,共2页
Building Technology Development
基金
国家自然科学基金项目(59778052)资助。
关键词
钢丝网钢筋砂浆
混凝土梁加固
承载力
Wire mesh/steel bar mortar
RC beams strengthening
Load bearing capacity
