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盾铃型钢纤维混凝土性能试验
引用本文:吕强.盾铃型钢纤维混凝土性能试验[J].企业科技与发展,2008(9):174-176.
作者姓名:吕强
作者单位:广西玉林市盛远公路桥梁工程处,广西玉林537001
摘    要:文章对钢纤维和异型塑钢纤维混凝土梁的弯曲冲击特性进行了试验研究,对这两种纤维的单掺和混掺纤维混凝土的冲击性能进行了比较,并且分析了这两种纤维混杂后对混凝土的增韧机理,以期为纤维混凝土在工程中的应用提供理论依据。

关 键 词:钢纤维  性能比较  理论依据

Tests on the Capability of Bell-shaped Steel Fibre Reinforced Concrete
Institution:Lu Qiang (Guangxi Yulin Shengyuan Road&Bridge Engineering Bureau, Yulin Guangxi 537001 )
Abstract:The article does research on the bending impact characteristics of steel fibre and the heterotype fibre reinforced concrete beams, comparing with these two kinds of fibre single-doped and the impact capabilities of blending fibre reinforced concrete. In addition, the article analyses how the mechanism of reinforced concrete is strengthened after two kinds of fiber blending in order to provide a theoretical reference for fibre reinforced concrete engineering.
Keywords:Steel Fibre  Peformance Comparing  Theory Basis
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