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钢纤维橡胶沥青改性再生混凝土抗压性能试验研究
Experimental research of compressive performance on asphalt modified recycled aggregate concrete with steel fiber and rubber
【摘要】 通过将一定量的乳化沥青和粗集料(天然粗集料或再生粗集料)一起进行搅拌,从而改善粗集料表面的黏结性能;在水泥、水、天然砂、粗集料配合比一定的情况下,添加再生橡胶颗粒或再生钢纤维橡胶颗粒,然后通过改变再生粗集料取代率来研究再生混凝土的轴心抗压性能和破坏特征。
【Abstract】 This study presents experiments on mixing a certain amount of emulsified asphalt and coarse aggregate (natural or recycled coarse aggregate)together to improve the surface caking property of the coarse aggregate.As the mixture ratios of the cement,water,natural sand and coarse aggregate are fixed,adding the recycled rubber granular or the steel fiber rubber granular into the mixture.And then the axial compressive performance andfailurecharacteristicsofthesekindsofmodifiedconcretewithdifferentreplacementofrecycledcoarseaggregatebymasswereinvestigated.
【关键词】 黏结性能;
抗压性能;
破坏特征;
试验研究;
再生混凝土;
【Key words】 caking property; axial compressive performance; failure characteristic; experimental research; recycled concrete;
【Key words】 caking property; axial compressive performance; failure characteristic; experimental research; recycled concrete;
【基金】 国家自然科学基金(10872052);广东省科技攻关项目(2008B010600011);广东省高校人才引进专项基金资助项目(090049)
- 【文献出处】 混凝土 ,Concrete , 编辑部邮箱 ,2010年03期
- 【分类号】TU528.041
- 【被引频次】18
- 【下载频次】344