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Comparison of the Mechanics and Durability of Hybrid Fiber Reinforced Concrete and Frost Resistant Concrete in Bridge Deck Pavement

机译:桥面铺装纤维增强混凝土与防冻混凝土的力学和耐久性比较。

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摘要

The proper mix ratio of hybrid fiber reinforced concrete and frost resistant concrete as bridge deck pavement materials are needed for optimal design. These are based on both the control of strength and durability and consideration of the environment of the construction site. Without reducing its mechanical properties and durability, 0.7% volume ratio of steel fiber and 0.5% volume ratio imitation steel fiber (treated polypropylene fiber) mixed and prepared as C40 hybrid fiber reinforced concrete. The imitation steel fiber can make up for the fact that steel fiber is easily corroded, rather heavy, higher cost, and difficult to use in construction. C40 frost resistant concrete by the admixture of 0.1% volume ratio Dura fiber to improve the freeze-thaw resistance capacity and reduce shrinkage cracks in an early age. The mechanical properties, impermeability, freeze-thaw resistance has improved greatly compared with ordinary concrete. But its mechanical properties and durability can be somewhat less than hybrid fiber reinforced concrete. Frost resistant concrete has an advantage over hybrid fiber reinforced concrete on workability and simple construction. It is recommended superplasticizer can be used to improve the mechanical properties and frost resistance concrete durability.
机译:混合纤维增强混凝土和抗冻混凝土作为桥面铺装材料的合适配合比是优化设计所必需的。这些都是基于强度和耐久性的控制以及对施工现场环境的考虑。在不降低其机械性能和耐久性的情况下,将0.7%的钢纤维与0.5%的体积比的仿钢纤维(处理过的聚丙烯纤维)混合并制备为C40混杂纤维增强混凝土。仿钢纤维可以弥补钢纤维容易腐蚀,较重,成本较高以及难以在建筑中使用的事实。 C40抗冻混凝土通过掺入0.1%体积比的Dura纤维来提高抗冻融能力并减少早期的收缩裂缝。与普通混凝土相比,机械性能,抗渗性,抗冻融性有了很大的提高。但是它的机械性能和耐久性可能比混合纤维增强混凝土要差一些。耐冻混凝土在可加工性和结构简单方面比混合纤维增强混凝土具有优势。建议使用高效减水剂,以提高混凝土的机械性能和抗冻性。

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