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钢纤维类型对混凝土弯曲性能的影响
引用本文:王成启.钢纤维类型对混凝土弯曲性能的影响[J].工业建筑,2007,37(11):74-76,114.
作者姓名:王成启
作者单位:上海港湾工程设计研究院,工程材料研究室,上海,200032
摘    要:选用铣削、弓形、圆直形三种类型的钢纤维,对其对混凝土的增强与增韧作用进行试验。试验结果表明,铣削、弓形、圆直形钢纤维混凝土的抗弯强度分别比基准混凝土提高19.0%、13.6%、9.5%,而其弯曲韧性系数分别比基准混凝土提高355.3%、501.0%、204.8%。按增强与增韧作用,三种类型的钢纤维可以划分为增强、增韧和普通型。可根据不同的工程需要,选用不同类型的钢纤维。

关 键 词:铣削  弓形  圆直形  增强  增韧
收稿时间:2007-01-25
修稿时间:2007年1月25日

EFFECT OF STEEL FIBER TYPE ON CONCRETE BENDING PROPERTIES
Wang Chengqi.EFFECT OF STEEL FIBER TYPE ON CONCRETE BENDING PROPERTIES[J].Industrial Construction,2007,37(11):74-76,114.
Authors:Wang Chengqi
Abstract:Mill-cut,hooked end and straight-round steel fibers were used, whose effects on concrete were experimentally studied. The results show that the bending strengths of till-cut, hooked end and straight-round steel fiber concretes are respectively increasd by 19.0% ,13.6% and 9.5% over reference concrete, and their JCI toughness coefficient is increased by355.3% ,501.0% and 204.8% over reference concrete, three kinds of steel fibers may be divided into ordinary, reinforcing-strength and reinforcing-toughness steel fibers on the basis of their effect on concrete. The steel fiber of different geometrical form is used according to the needs of projects.
Keywords:mill-cut hooked end straight-round reinforcing-strength reinforcing-toughness
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