本文選題：鋼纖維高強混凝土　切入點：配合比　出處：《混凝土》2017年08期 　論文類型：期刊論文

【摘要】：研究目的在于優(yōu)化設計鋼纖維高強混凝土配合比。研究中為了得到鋼纖高強維混凝土最優(yōu)配合比,采用探索試驗研究分析鋼纖維高強混凝土配合比,通過正交試驗方法,研究分析鋼纖維高強混凝土設計中原材料配合比相關問題,通過在鋼纖維混凝土材料中摻入不同體積率鋼纖維得到了符合設計和施工要求的最優(yōu)高強鋼纖維混凝土配合比。結果表明,在鋼纖維高強混凝土設計中,混凝土原材料中的高效減水劑添加量、水膠比、鋼纖維將會對提升鋼纖維高強混凝土的抗壓強度產(chǎn)生顯著影響,優(yōu)化設計混凝土配合比,對于提升鋼纖維高強混凝土強度,發(fā)揮積極影響。結論證實,可以將研究成果可應用于超高強混凝土配合比設計及影響因素研究分析。
[Abstract]:The purpose of this study is to optimize the mix ratio of steel fiber high strength concrete. In order to obtain the optimum mix ratio of steel fiber high strength concrete, the optimum mix ratio of steel fiber high strength concrete is analyzed by exploring test, and the orthogonal test method is adopted. In the design of steel fiber high strength concrete (SFHSC), the problems related to the mix ratio of raw materials are studied and analyzed. The optimum mix ratio of high strength steel fiber concrete is obtained by mixing steel fiber with different volume ratio in steel fiber concrete material. The results show that in the design of steel fiber high strength concrete, the optimum mix ratio of high strength steel fiber concrete is obtained according to the design and construction requirements. The addition of high efficiency water-reducing agent, water-binder ratio and steel fiber in the raw materials of concrete will have significant influence on the compressive strength of steel fiber high strength concrete. The optimum design of concrete mix ratio can enhance the strength of steel fiber high strength concrete. It is proved that the research results can be applied to the mix design of ultra-high strength concrete and the analysis of influencing factors.
【作者單位】： 湖南城建職業(yè)技術學院;
【分類號】：TU528.572

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本文編號：1621002