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Research on test ofalkali-resistant glass fibre enhanced seawater coral aggregate concrete

机译:耐碱玻璃纤维增强海水珊瑚骨料骨料综合混凝土试验研究

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It is proposed in the 13th five-year plan that reefs of the south China sea should be constructed. In the paper, an innovative thinking was proposed for the first time in order to realize local material acquisition in island construction and life dependence on sea, namely alkali-resistant glass fibre is mixed in coralaggregate concrete as reinforcing material. The glass fibre is characterized by low price, low hardness, good dispersibility and convenient construction. Reliable guarantee is provided for widely applying the material in future projects. In the paper, an orthogonal test method is firstly applied to determine the mix proportion of grade C50 coral aggregate concrete. Then, the design plan ofmix proportion ofalkali-resistant glass fibre enhanced seawater coral aggregate concrete is determined. Finally, the influence law of alkali-resistant glass fibre dosageon tensile compressiveflexture strength of seawatercoralaggregate concrete is made clear.
机译:它建议在第13五年的计划中,应该建造南海的珊瑚礁。 本文首次提出了一种创新思维,以实现岛屿建设和寿命依赖于海洋的局部材料采集,即耐碱玻璃纤维在Coralaggregate混凝土中混合,作为增强材料。 玻璃纤维的特点是价格低廉,硬度低,分散性良好,结构方便。 提供可靠的保证,以广泛应用于未来的项目。 本文首先应用正交试验方法,以确定C50珊瑚骨料混凝土级的混合比例。 然后,确定了抗耐药玻璃纤维增强型海水珊瑚骨料骨料混凝土的混合比例的设计计划。 最后,耐碱性玻璃纤维剂量的影响规律,透明了海水胶凝混凝土的耐碱玻璃纤维剂量态拉伸压缩杂股强度。

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